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Journal of Medicine and Pharmacy","Tạp chí Y Dược học Cần Thơ",{"EN":487,"VI":488},"\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">04\u002F10\u002F2015 Ministry of Information and Communications allowed Can Tho journal of medicine and pharmacy to operate (102 \u002FGP-BTTTT)\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">07\u002F16\u002F2015 Can Tho journal of medicine and pharmacy is internationally recognized: ISSN 2354-1210\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">In 2016, The journal has been included in the list of medical science journals by The State Council for professorship which is awarded a work score of 0-0.5 points for a published article.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Can Tho Journal of Medicine and Pharmacy welcome original works that haven’t been submitted or published in other medical journals. Posts must contain content related to one of the journal’s categories.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">The content published\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">The journal is divided into 3 categories:\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">- Scientific research article: are valuable scientific works, which have been researched and accepted.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">- Overview of medicine, biology and pharmacy: serving the objective of continuing training in the fields of medicine, biology and pharmacy; to systematize classical and modern knowledge.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">- Update information on new knowledge about medicine, biology, pharmacy in the country and in the world.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Scope\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">- Publication and introduction of scientific research in the fields:\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">+ Medicine (internal medicine, surgery, pediatrics, obstetrics and gynecology, odonto-stomatology, laboratory, oncology, traditional medicine, nursing).\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">+ Biology (genetics, biotechnology).\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">+ Pharmacology (pharmaceutics, drug quality analysis-control, synthetic pharmaceutical chemistry, biochemistry, pharmacognosy, botany, clinical pharmacy).\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">- To enhance the quality of undergraduate, postgraduate education, scientifically researching and meet the necessary treatment in hospital.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">- Introducing the updated domestic and oversea information about science technology to promote scientific research and exchanging technology in local, other universities.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">- Exchanging pharmaceutical and medical information for social health developing in the Mekong Delta and Vietnam.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">The object\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Postgraduate students, student of Can Tho University of Medicine and Pharmacy, scientists from schools, research institutes, hospitals, health centers, pharmaceutical companies of the Mekong Delta; other provinces and regions in Vietnam and other country.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Address\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Headquarters of Can Tho Journal of Medicine and Pharmacy, located Scientific Research and International Cooperation Office: 179 Nguyen Van Cu Street, An Khanh Ward, Ninh Kieu District, Can Tho City, Vietnam.\u003C\u002Fspan>\u003C\u002Fp>","\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Ngày 16\u002F7\u002F2015, Tạp chí Y Dược học Cần Thơ được cấp chỉ số quốc tế: ISSN 2354-1210.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Từ tháng 4\u002F2016, Tạp chí đã được Hội đồng Giáo sư ngành Y đưa vào danh sách các tạp chí khoa học Y học được tính điểm công trình 0-0,5 điểm cho một bài báo đăng.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Năm 2020 Tạp chí Y Dược học Cần Thơ đã được phê duyệt vào danh mục của các Hội đồng Giáo sư ngành Dược học được tính điểm công trình 0-0,5 điểm cho một bài báo đăng.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Tạp chí Y Dược học Cần Thơ ra 12 số\u002Fnăm, 180-200 trang\u002Fsố.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Từ tháng 12\u002F2022 Tạp chí Y Dược học Cần Thơ là thành viên của hệ thống Crossref và từ tháng 01\u002F2023 tạp chí thực hiện bình duyệt online kín 2 chiều nhằm tăng tính minh bạch, tin cậy của các công trình nghiên cứu khoa học và đảm bảo tốt nhất chất lượng khoa học của bài viết.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Tôn chỉ, mục đích và phạm vi của tạp chí\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Tôn chỉ và mục đích hoạt động của tạp chí: xuất bản nhằm mục đích phổ biến kết quả từ các đề tài nghiên cứu khoa học; giao lưu trao đổi khoa học, chia sẻ kinh nghiệm, học tập, đồng thời cập nhật thông tin khoa học mới trong các lĩnh vực y, sinh, dược học trong và ngoài nước.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Phạm vi của tạp chí: Tạp chí xuất bản được chia thành 3 chuyên mục: (i) Bài báo nghiên cứu khoa học là kết quả công trình nghiên cứu khoa học có giá trị đã được triển khai nghiên cứu, (ii) Bài tổng quan y, sinh, dược học: phục vụ mục tiêu đào tạo liên tục trong lĩnh vực y, sinh, dược học; nhằm hệ thống hóa những kiến thức kinh điển và hiện đại; (iii) Thông tin cập nhật kiến thức mới về y, sinh, dược học trong nước và trên thế giới.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Chính sách truy cập mở\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Tạp chí Y Dược học Cần Thơ áp dụng chính sách truy cập mở đối với các bài báo đã xuất bản đến với độc giả, nhằm mở rộng cơ hội tiếp cận các kết quả nghiên cứu chất lượng cao và tăng cường trao đổi kiến thức. Tạp chí đăng tải trực tuyến (miễn phí) toàn văn các bài báo được công bố trên website của Tạp chí (https:\u002F\u002Ftapchi.ctump.edu.vn).\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Đạo đức xuất bản\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Tạp chí Y Dược học Cần Thơ cam kết tuân thủ đạo đức xuất bản phù hợp với các hướng dẫn và tiêu chuẩn của the Committee on Publication Ethics (COPE), tuân thủ các nguyên tắc của COPE’s Core Practices, Best Practices Guidelines for Journal Editors và Guidelines on Good Publication Practices.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Bản thảo bài báo chỉ được chấp nhận khi được tác giả chịu trách nhiệm chính cam kết các nội dung sau: Các nội dung của bản thảo chưa được đăng tải toàn bộ hoặc một phần ở các tạp chí khác; Tất cả các tác giả đều có đóng góp một cách đáng kể vào quá trình nghiên cứu hoặc chuẩn bị bản thảo và cùng chịu trách nhiệm về các nội dung của bản thảo; Tuân thủ các biện pháp đảm bảo đạo đức nghiên cứu (ví dụ thỏa thuận đồng ý tham gia nghiên cứu).\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Cam kết bảo mật\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Tạp chí cam kết thực hiện và tuân thủ các quy định của luật và các văn bản hướng dẫn liên quan đến bảo mật thông tin cá nhân trên không gian mạng. Các thông tin mà người dùng (tác giả, độc giả, biên tập viên, người phản biện) nhập vào các biểu mẫu trên Hệ thống Quản lý xuất bản trực tuyến của tạp chí chỉ được sử dụng vào các mục đích đã được tuyên bố rõ ràng và sẽ không được cung cấp cho bất kỳ bên thứ ba nào khác, hay dùng vào bất kỳ mục đích nào khác.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Phí gửi bài\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Lệ phí gửi đăng bài: 1.000.000đ\u002Fbài báo\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Lệ phí gửi đăng nhanh: 1.500.000đ\u002Fbài báo\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Đối với tác giả là cán bộ viên chức thuộc Trường Đại học Y Dược Cần Thơ thì được hỗ trợ 50% lệ phí gửi đăng bài.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Đối với sinh viên thực hiện đề tài nghiên cứu khoa học cấp trường được hỗ trợ 100% lệ phí đăng bài ( Tác giả gửi đính kèm “ Quyết định về việc giao tổ chức thực hiện đề tài nghiên cứu khoa học cấp Trường của sinh viên”).\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Hình thức nộp lệ phí:\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">1. Tiền mặt:\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Nộp trực tiếp tại Phòng Tài chính - Kế toán, Trường Đại học Y Dược Cần Thơ, số 179 Nguyễn Văn Cừ, P. An Khánh, Q. Ninh Kiều, thành phố Cần Thơ.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">2. Chuyển khoản:\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Tên Tài khoản: Trường ĐHYD Cần Thơ, Số TK: 0111000115668, tại ngân hàng Vietcombank chi nhánh Cần Thơ.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Thời gian: Áp dụng từ ngày 01\u002F02\u002F2023.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">* Phí gửi bài không được hoàn trả khi bài viết bị từ chối hoặc tác giả xin rút bài viết.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Quy trình phản biện bài báo\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Tạp chí Y Dược học Cần Thơ thực hiện quy trình phản biện kín hai chiều nghiêm ngặt. Danh tính của những người phản biện không được tiết lộ cho các tác giả và ngược lại. Quy trình thẩm định bài báo đăng gồm các bước sau:\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Tiếp nhận bản thảo\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Tác giả liên hệ gửi bản thảo đến Tạp chí qua hệ thống trực tuyến tại website: https:\u002F\u002Ftapchi.ctump.edu.vn. Hướng dẫn về cách đăng ký, gửi bài và chuẩn bị bản thảo được cung cấp trên website của Tạp chí.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Sàng lọc sơ bộ\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Sau khi Tòa soạn nhận được bài báo của tác giả, Ban Thư ký sẽ tiến hành kiểm tra sơ bộ bài báo (các yêu cầu về nội dung và hình thức). Những bài báo không đúng quy cách hoặc có nội dung không phù hợp hoặc vi phạm bản quyền sẽ bị từ chối (Ban Thư ký thông báo phản hồi đến tác giả trong vòng 1 tuần). Những bài báo đủ điều kiện, được Ban Thư ký tòa soạn chuyển đến Ban Biên tập có cùng chuyên môn với nội dung bài báo để đề xuất người phản biện. Thời gian kể từ khi Ban Biên tập nhận bài báo đến khi đề xuất người phản biện bài báo chậm nhất là 5 ngày.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Vòng phản biện\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">1. Ban Thư ký gửi bài và yêu cầu phản biện đến 02 phản biện độc lập.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">2. Các phản biện gởi nhận xét cho Ban Thư ký. Thời gian từ khi gửi bài cho phản biện đến khi nhận ý kiến của phản biện tối đa là 20 ngày.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Xử ký kết quả phản biện\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">1. Nếu ý kiến đồng ý cho đăng và không cần chỉnh sửa, Ban Thư ký tiếp tục đăng bài theo qui trình.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">2. Nếu ý kiến đồng ý đăng và cần chỉnh sửa, Ban Thư ký sẽ thông tin đến tác giả chỉnh sửa theo yêu cầu của người phản biện. Thời gian chỉnh sửa và gửi lại kéo dài không quá 2 tuần, từ khi tác giả bài báo nhận được thông tin (Quá trình này có thể lặp lại tối đa 2 lần\u002F1 bài báo). Khi có sự thống nhất, đồng ý của người phản biện; bài báo được tiếp tục đăng theo qui trình.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">3. Những bài báo có chất lượng không đạt yêu cầu, cả 2 phản biện không đồng ý cho đăng sẽ bị Tòa soạn từ chối đăng.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Xuất bản\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">1. Ban Thư ký tổng hợp các bản thảo đã được tác giả hoàn thiện sau thẩm định trình Ban Biên tập xem xét, Tổng Biên tập phê duyệt, quyết định bài đăng theo các tiêu chí: sự phù hợp nội dung với tôn chỉ và mục đích, thể loại bài viết (ưu tiên các bài có bài có nghiên cứu chuyên sâu, hàm lượng khoa học cao), đóng góp mới bài báo, bài báo được ưu tiên đăng trong số gần nhất của Tạp chí theo thứ tự: tính thời sự, chất lượng bài báo và thời gian gửi bài.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">2. Ban Biên tập và Ban Thư ký biên tập bản thảo, chế bản, đọc rà soát lỗi. Thời gian hoàn thành từ 10-15 ngày.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">3. Ban Thư ký có trách nhiệm thông báo cho tác giả bài báo (bằng e-mail) về tình hình phê duyệt bài báo, thời gian, số kỳ, tập xuất bản bài báo theo qui định.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">4. Danh sách bài báo theo số Tạp chí được in ấn và phát hành trong năm định kỳ được công bố chính thức trên website: https:\u002F\u002Ftapchi.ctump.edu.vn\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>",{"VOID":490},"wcQ1uqwAAAAJ","2023-05-30T08:17:21.868+00:00",[],[494],{"id":495,"createTime":28,"updateTime":28,"relativeEntities":496,"slug":28,"properties":497,"entityType":28,"verifyStatus":28,"verifyTime":28,"verifyNote":28,"languages":28,"translateLanguages":28,"viewCount":28,"url":507,"parentIds":508,"statistic":28},"6413896b-eca9-442b-a73f-182a58a0ce40",[],{"title":498,"address":501,"country":504,"abbreviation":505},{"EN":499,"VI":500},"Can Tho University of Medicine and Pharmacy","Trường Đại học Y Dược Cần Thơ",{"EN":502,"VI":503},"No 179, Nguyen Van Cu street, An Khanh ward, Ninh Kieu district, Can Tho city, Vietnam","Số 179, đường Nguyễn Văn Cừ, phường An Khánh, quận Ninh Kiều, thành phố Cần Thơ, Việt Nam",{"VOID":15},{"VOID":506},"ctump","http:\u002F\u002Fwww.ctump.edu.vn\u002F",[],[],"https:\u002F\u002Ftapchi.ctump.edu.vn\u002Findex.php\u002Fctump",{"impactFactor":32,"impactFactorByYear":512,"i10Index":32,"i10IndexLast5Year":32,"totalPublication":514,"totalPublicationByYear":515,"totalCitation":520,"totalCitationByYear":521,"totalCitationPerPublication":108,"totalCitationPerPublicationByYear":523,"hindexLast5Year":45,"hindex":45},{"2022":513,"2023":111,"2024":106},0.01,1556,{"2020":47,"2021":516,"2022":517,"2023":518,"2024":519,"2025":122},57,306,801,358,161,{"2021":146,"2022":280,"2023":522},99,{"2021":524,"2022":318,"2023":104},0.23,{"impactFactor":28,"impactFactorByYear":28,"i10Index":123,"i10IndexLast5Year":123,"totalPublication":526,"totalPublicationByYear":527,"totalCitation":526,"totalCitationByYear":528,"totalCitationPerPublication":40,"totalCitationPerPublicationByYear":531,"hindexLast5Year":49,"hindex":49},476,{"0":205,"2019":123,"2021":139,"2022":459,"2023":451,"2024":357,"2025":49,"2026":48},{"2021":42,"2022":123,"2023":161,"2024":529,"2025":360,"2026":530},136,83,{"2021":105,"2022":513,"2023":532,"2024":127,"2025":533,"2026":534},0.62,25.43,13.83,{"id":536,"createTime":537,"updateTime":382,"relativeEntities":538,"slug":539,"properties":540,"entityType":25,"verifyStatus":26,"verifyTime":28,"verifyNote":28,"languages":552,"translateLanguages":28,"viewCount":133,"subjectFields":553,"manageAffiliations":554,"indexDatabases":555,"url":556,"thumbnailPath":557,"statistic":558,"gsStatistic":594,"type":55,"analyzePriority":28},"6984a56a-db70-403b-9cc4-4013e1ceaffa","2023-05-09T06:47:40.346+00:00",[],"T%E1%BA%A1p%20ch%C3%AD%20Nghi%C3%AAn%20c%E1%BB%A9u%20n%C6%B0%E1%BB%9Bc%20ngo%C3%A0i",{"country":541,"issn":542,"title":544,"introduce":547,"gsId":550},{"VOID":15},{"VOID":543},"25252445",{"EN":545,"VI":546},"VNU Journal of Foreign Studies","Tạp chí Nghiên cứu nước ngoài",{"EN":548,"VI":549},"{\"ops\":[{\"insert\":\"\\n\\nThe \\n\"},{\"attributes\":{\"italic\":true},\"insert\":\"VNU Journal of Science\"},{\"insert\":\"\\n was established in 1985 for the publication of national and international research papers in all fields of natural sciences and technology, social sciences and humanities. 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modelling and analysis of historical masonry structures necessary? Is the experimental behaviour of historical masonry constructions known? The answers seem to be ‘yes’, and substantial developments have occurred in recent decades in the challenging issues of conservation and restoration. A key issue is what type of analysis should be used. It seems that all methods are of interest, depending on the actual constraints of the engineering problem. In this paper, the possibilities of analysis of historic structures are addressed and a set of guidelines is proposed.\u003C\u002Fjats:p>",{"EN":917},"Computations on historic masonry structures",{"VOID":919},"10.1002\u002Fpse.120","PUBLICATION","Auto Verify",[31],"https:\u002F\u002Fonlinelibrary.wiley.com\u002Fdoi\u002F10.1002\u002Fpse.120",[925],{"id":926,"sortIndex":32,"researcher":28,"roles":927,"affiliations":928,"properties":937,"displayName":941,"givenName":28,"familyName":28},"6fc6d9bc-c108-49c2-b14d-2cf66db838d1",[],[929],{"id":930,"sortIndex":32,"affiliation":931,"properties":28},"be327124-b314-4abd-a3e9-cc95193e24f3",{"id":930,"createTime":28,"updateTime":28,"relativeEntities":932,"slug":28,"properties":933,"entityType":28,"verifyStatus":28,"verifyTime":28,"verifyNote":28,"languages":28,"translateLanguages":28,"viewCount":28,"url":28,"parentIds":936,"statistic":28},[],{"title":934},{"EN":935},"Department of Civil Engineering, University of Minho, Azurém, 4800‐058 Guimarães, Portugal",[],{"orcid":938,"title":940,"openalex":942},{"VOID":939},"https:\u002F\u002Forcid.org\u002F0000-0001-8459-0199",{"EN":941},"Paulo B. 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PhD Thesis. Instituto Superior Técnico: Lisbon.2001.",{},{"id":28,"text":1140,"url":28,"identifiers":1141},"10.1080\u002F08905459708945496",{"doi":1140},{"id":28,"text":1143,"url":28,"identifiers":1144},"10.1016\u002FS0020-7403(99)00111-3",{"doi":1143},{"id":28,"text":1146,"url":28,"identifiers":1147},"Page AW, 1978, Finite element model for masonry, Journal of the Structural Division (ASCE), 104, 1267, 10.1061\u002FJSDEAG.0004969",{"doi":1148},"10.1061\u002FJSDEAG.0004969",{"id":28,"text":1150,"url":28,"identifiers":1151},"PegonP&PintoAV.Seismic study of monumental structures—structural analysis modelling and definition of experimental model. Report EUR 16387 EN. Joint Research Center: Ispra.1996.",{},{"id":28,"text":1153,"url":28,"identifiers":1154},"Lourenço PB, 2001, Historical Constructions, 91",{},{"id":28,"text":1156,"url":28,"identifiers":1157},"Lourenço PB, 2001, Studies in Ancient Structures, 669",{},{"id":28,"text":1159,"url":28,"identifiers":1160},"10.1016\u002F0020-7403(69)90070-8",{"doi":1159},{"id":28,"text":1162,"url":28,"identifiers":1163},"BindaL.Restoration of heritage masonry buildings. In: Proceeding of the 7th Canadian Masonry Symposium Hamilton Ontario 1995:23–42.",{},{"id":28,"text":1165,"url":28,"identifiers":1166},"Macchi G, 1997, Structural Analysis of Historical Constructions, 10",{},{"id":28,"text":1168,"url":28,"identifiers":1169},"ICOMOS, 2001, Recommendations for the Analysis, Conservation and Structural Restoration of Architectural Heritage",{},{"id":28,"text":1171,"url":28,"identifiers":1172},"Schlangen E, 1993, Experimental and numerical analysis of fracture processes in concrete, Heron, 38",{},false,{"id":1175,"createTime":1176,"updateTime":1176,"relativeEntities":1177,"slug":1178,"properties":1179,"entityType":920,"verifyStatus":26,"verifyTime":1176,"verifyNote":921,"languages":1190,"translateLanguages":28,"viewCount":32,"primaryUrl":1191,"fullTextUrl":28,"authors":1192,"publicationType":944,"publisherRelationship":1227,"citationCount":1254,"citationInfo":1255,"publishDate":1257,"publishYear":975,"citationAnalyzeStatus":879,"lastCitationAnalyze":28,"indexDatabases":1258,"openAccess":28,"references":1259,"isForceReanalyzing":1173},"e01c0ed3-78f4-4721-b668-74060714463b","2024-12-13T11:36:20.905+00:00",[],"Progress-in-the-technique-of-upgrading-metallic-structures-with-advanced-polymer-composites",{"openalex":1180,"mag":1182,"abstract":1184,"title":1186,"doi":1188},{"VOID":1181},"W2076943317",{"VOID":1183},"2076943317",{"EN":1185},"\u003Cjats:title>Abstract\u003C\u002Fjats:title>\u003Cjats:p>The use of advanced polymer composite (APC) materials to upgrade and to rehabilitate metallic structures offers an attractive solution for short‐term retrofits and long‐term rehabilitation. The basic principles of plate bonding metallic structures are similar to those used for the plate bonding of reinforced concrete (RC) structural units, but metallic adherends pose a different and a more difficult set of problems from those for RC systems.\u003C\u002Fjats:p>\u003Cjats:p>This paper reviews the problems encountered in plate bonding onto metallic structures and discusses how these problems might be overcome. Initially, the paper investigates some of the in‐service problems associated with APC and metallic adherends and reviews their solutions. The weakest link in the bonded joint is the adhesive, and a review of the various solutions is included. Another potential area for concern is the durability of the APC and adhesive and a review of this area has been undertaken. The degradation of metallic structures has been covered in the literature, and consequently, this area is not covered. To date, few upgradings of metallic structures with APC plates, have been undertaken and generally these have not been published, therefore, a review of the practical applications of this technique to metallic structures is included, discussing some case histories.\u003C\u002Fjats:p>",{"EN":1187},"Progress in the technique of upgrading metallic structures with advanced polymer composites",{"VOID":1189},"10.1002\u002Fpse.112",[31],"https:\u002F\u002Fonlinelibrary.wiley.com\u002Fdoi\u002F10.1002\u002Fpse.112",[1193,1210],{"id":1194,"sortIndex":32,"researcher":28,"roles":1195,"affiliations":1196,"properties":1205,"displayName":1207,"givenName":28,"familyName":28},"c5a18a5f-8a4b-4765-94be-0f754230b622",[],[1197],{"id":1198,"sortIndex":32,"affiliation":1199,"properties":28},"dcfd7960-98ca-4b98-adda-bc56fa02519e",{"id":1198,"createTime":28,"updateTime":28,"relativeEntities":1200,"slug":28,"properties":1201,"entityType":28,"verifyStatus":28,"verifyTime":28,"verifyNote":28,"languages":28,"translateLanguages":28,"viewCount":28,"url":28,"parentIds":1204,"statistic":28},[],{"title":1202},{"EN":1203},"School of Engineering—Civil Engineering, University of Surrey, Guildford, Surrey, UK",[],{"title":1206,"openalex":1208},{"EN":1207},"L. 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Report RP 645. London CIRIA. In preparation.",{},{"id":28,"text":1264,"url":28,"identifiers":1265},"MertzDR&GillespieJW.Rehabilitation of steel bridge members through the application of advanced composites. Final Report NCHRP‐93‐ID001 1996.",{},{"id":28,"text":1267,"url":28,"identifiers":1268},"MertzDR GillespieJW ChajesMJ&SabolSA.The rehabilitation of steel bridge girders using advanced composite materials. 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Virginia Polytechnic Institute Report VPI‐E‐78–3 March1980.",{},{"id":28,"text":1336,"url":28,"identifiers":1337},"Findley WN, Advances in Creep Design",{},{"id":28,"text":1339,"url":28,"identifiers":1340},"Bank LC, 1992, Creep and fatigue of a full‐size: fibre‐reinforced plastic pultruded frame, Computational Engineering, 2, 213",{},{"id":28,"text":1342,"url":28,"identifiers":1343},"10.1061\u002F(ASCE)0899-1561(1995)7:4(239)",{"doi":1342},{"id":28,"text":1345,"url":28,"identifiers":1346},"10.1016\u002FS0263-8223(00)00166-5",{"doi":1345},{"id":28,"text":1348,"url":28,"identifiers":1349},"10.1016\u002F0263-8223(95)00131-X",{"doi":1348},{"id":28,"text":1351,"url":28,"identifiers":1352},"10.1016\u002FS0263-8223(98)00087-7",{"doi":1351},{"id":28,"text":1354,"url":28,"identifiers":1355},"10.1177\u002F002199839202601408",{"doi":1354},{"id":28,"text":1357,"url":28,"identifiers":1358},"10.1016\u002F0263-8223(93)90171-L",{"doi":1357},{"id":28,"text":1360,"url":28,"identifiers":1361},"10.1006\u002Fjsvi.1998.1807",{"doi":1360},{"id":28,"text":1363,"url":28,"identifiers":1364},"10.1016\u002FS0263-8223(98)00089-0",{"doi":1363},{"id":28,"text":1366,"url":28,"identifiers":1367},"10.1016\u002FS1359-8368(00)00006-8",{"doi":1366},{"id":28,"text":1369,"url":28,"identifiers":1370},"LiuX SilvaPF&NanniA.Rehabilitation of steel bridge members with FRP composite materials. Proceedings of the CCC 2001 Conference Composites in Construction: Porto Portugal 10–12 October 2001:613–617.",{},{"id":28,"text":1372,"url":28,"identifiers":1373},"LaneIR&WardJA.Restoring Britains bridge heritage. Institution of Civil Engineers (South Wales Association) Transport Engineering Group Award 2000.",{},{"id":28,"text":1375,"url":28,"identifiers":1376},"10.1016\u002FS0034-3617(01)80245-9",{"doi":1375},{"id":28,"text":1378,"url":28,"identifiers":1379},"FarmerN&SmithI.King Street Railway Bridge—strengthening of cast iron girders with FRP composites. Proceedings of the 9th International Conference on Structural Faults and Repairs London 4th—6th July2001.",{},{"id":28,"text":1381,"url":28,"identifiers":1382},"LukeS.Strengthening structures with carbon fibre plates—case histories for Hythe Bridge Oxford and Qafco Prill Tower Qatar. Proceedings of the NGCC Annual Conference and AGM—Composites in Construction Through‐Life Performance Garston 30–31 October2001.",{},{"id":28,"text":1384,"url":28,"identifiers":1385},"MoySSJ BarnesF MoriartyJ DierAF KenchingtonA&IversonB.Structural upgrading and life extension of struts and beams using carbon fibre reinforced composites. Proceedings of the Conference on Composites and Plastics in Construction Building Research Establishment UK 1999: Paper 15:1–9.",{"doi":1386},"10.1680\u002Fcfcfsualevadg.42469.0010",{"id":28,"text":1388,"url":28,"identifiers":1389},"MoySSJ BarnesF MoriartyJ DierAF KenchingtonA&IversonB.Structural upgrading and life extension of cast iron struts using carbon fibre reinforced composites. Proceedings of the 8th International Conference on Fibre Reinforced Composites Newcastle September2000:3–10.",{"doi":1390},"10.1533\u002F9780857093134.1",{"id":28,"text":1392,"url":28,"identifiers":1393},"TriantafillouTC&PlevrisN.Post strengthening of RC beams with epoxy bonded fibre composite materials. Proceedings of the Speciality Conference on Advanced Composite Materials in Civil Engineering Structures 1991:245–256.",{},{"id":28,"text":1395,"url":28,"identifiers":1396},"10.1533\u002F9781855737617",{"doi":1395},{"id":28,"text":1398,"url":28,"identifiers":1399},"LukeS.The use of carbon fibre plates for the strengthening of two metallic bridges of an historic nature in the UK. Proceedings of the CICE2001 FRP Composites in Civil Engineering Hong Kong 12–15 December2001:975–983.",{},{"id":1401,"createTime":1402,"updateTime":1402,"relativeEntities":1403,"slug":1404,"properties":1405,"entityType":920,"verifyStatus":26,"verifyTime":1402,"verifyNote":921,"languages":1416,"translateLanguages":28,"viewCount":32,"primaryUrl":1417,"fullTextUrl":28,"authors":1418,"publicationType":944,"publisherRelationship":1436,"citationCount":830,"citationInfo":1462,"publishDate":977,"publishYear":975,"citationAnalyzeStatus":879,"lastCitationAnalyze":28,"indexDatabases":1464,"openAccess":28,"references":1465,"isForceReanalyzing":1173},"0ccff389-b9da-44fb-a035-85d75406732f","2024-09-03T20:12:40.269+00:00",[],"Composite-concrete-timber-structures",{"openalex":1406,"mag":1408,"abstract":1410,"title":1412,"doi":1414},{"VOID":1407},"W2018265140",{"VOID":1409},"2018265140",{"EN":1411},"\u003Cjats:title>Abstract\u003C\u002Fjats:title>\u003Cjats:p>Composite concrete–timber building and bridge structures are gaining in importance throughout the world. The approach is to pour fresh concrete over the timber. Mechanical linkage between hardened concrete and timber is provided through keyed indentations in the timber or various sorts of mechanical fasteners inserted in the timber before the concrete is poured. The technique is commented on from research and design points of view.\u003C\u002Fjats:p>",{"EN":1413},"Composite concrete‐timber structures",{"VOID":1415},"10.1002\u002Fpse.126",[31],"https:\u002F\u002Fonlinelibrary.wiley.com\u002Fdoi\u002F10.1002\u002Fpse.126",[1419],{"id":1420,"sortIndex":32,"researcher":28,"roles":1421,"affiliations":1422,"properties":1431,"displayName":1433,"givenName":28,"familyName":28},"9de71a60-19da-40df-9f3b-a119482822a0",[],[1423],{"id":1424,"sortIndex":32,"affiliation":1425,"properties":28},"09bf5a99-49cb-4112-aa6c-80c6eebb467e",{"id":1424,"createTime":28,"updateTime":28,"relativeEntities":1426,"slug":28,"properties":1427,"entityType":28,"verifyStatus":28,"verifyTime":28,"verifyNote":28,"languages":28,"translateLanguages":28,"viewCount":28,"url":28,"parentIds":1430,"statistic":28},[],{"title":1428},{"EN":1429},"IUAV University Venice, Santa Croce 191, Tolentini 30135, Venezia, Italy",[],{"title":1432,"openalex":1434},{"EN":1433},"Ario Ceccotti",{"VOID":1435},"A5063312736",{"url":28,"publisher":1437,"properties":1457},{"id":868,"createTime":869,"updateTime":870,"relativeEntities":1438,"slug":872,"properties":1439,"entityType":25,"verifyStatus":879,"verifyTime":28,"verifyNote":28,"languages":28,"translateLanguages":28,"viewCount":32,"subjectFields":1443,"manageAffiliations":1444,"indexDatabases":1445,"url":28,"thumbnailPath":28,"statistic":1452,"gsStatistic":28,"type":28,"analyzePriority":28},[],{"issn":1440,"title":1441,"eissn":1442},{"VOID":875},{"EN":872},{"VOID":878},[],[],[1446],{"id":884,"indexDatabase":1447,"url":890,"indexYears":891,"academicFieldIds":28,"indexDatabaseRanking":892},{"id":792,"createTime":28,"updateTime":28,"relativeEntities":1448,"label":1449,"description":1450,"key":798,"publicationTags":1451,"standard":28},[],{"EN":795,"VI":795},{"EN":795,"VI":797},[800],{"impactFactor":32,"impactFactorByYear":1453,"i10Index":123,"i10IndexLast5Year":32,"totalPublication":123,"totalPublicationByYear":1454,"totalCitation":896,"totalCitationByYear":1455,"totalCitationPerPublication":898,"totalCitationPerPublicationByYear":1456,"hindexLast5Year":123,"hindex":123},{},{"2002":123},{"2002":896},{"2002":898},{"issue":1458,"pages":1459,"volume":1461},{"VOID":968},{"VOID":1460},"264-275",{"VOID":972},{"total":830,"publishYear":975,"statisticByYear":1463},{"2012":45,"2013":49,"2014":49,"2015":49,"2016":48,"2017":205,"2018":145,"2019":199,"2020":128,"2021":122,"2022":131,"2023":130,"2024":323},[],[1466,1469,1472,1475,1479,1482,1485,1488,1491,1494,1497,1501,1504,1507,1510,1513,1516,1519,1522,1525,1528,1531,1534,1537,1540,1543,1546,1549,1552,1555,1558,1561,1564,1568,1571,1574,1577,1580,1583,1586,1589,1592,1595,1598,1602,1605,1608,1611],{"id":28,"text":1467,"url":28,"identifiers":1468},"RoncaP GelfiP&GiurianiE.The behaviour of a wood–concrete composite beam under cyclic and long term loads. Proceedings of the 2nd International Conference STREMA Seville 14–16 May1991: 1:263–275.",{},{"id":28,"text":1470,"url":28,"identifiers":1471},"10.1002\u002Fpse.69",{"doi":1470},{"id":28,"text":1473,"url":28,"identifiers":1474},"NattererJ HammJ&FavrePA.Composite wood–concrete floors for multi‐story buildings. Proceedings of the 4th International Wood Engineering Conference New Orleans 28–31 October 1996: 3:431–443.",{},{"id":28,"text":1476,"url":28,"identifiers":1477},"FrangiA&FontanaM.A design model for the fire resistance of timber–concrete composite slabs. Proceedings of the IABSE Conference on Innovative Wooden Structures and Bridges Lahti Finland 29–31 August 2001:113–118.",{"doi":1478},"10.2749\u002F222137801796348403",{"id":28,"text":1480,"url":28,"identifiers":1481},"Blasi C, 1992, I solai misti legno lamellare‐calcestruzzo, L'Edilizia, 6, 39",{},{"id":28,"text":1483,"url":28,"identifiers":1484},"Mungwa MS, 1997, Qualification d'un nouveau dispositif de liaison destiné aux planchers mixtes bois–béton, The Cameroon Engineer, 6, 45",{},{"id":28,"text":1486,"url":28,"identifiers":1487},"Pillai SU, 1977, Nail shear connectors in timber‐concrete composites, IE (I) Journal C1, 58, 34",{},{"id":28,"text":1489,"url":28,"identifiers":1490},"SorianoJ&MasciaN.Mechanical behaviour of flexible connections in the timber–concrete composite beams. Proceedings of the International RILEM Symposium on Joints in Timber Structures Stuttgart 12–14 September 2001:291–300.",{},{"id":28,"text":1492,"url":28,"identifiers":1493},"Richart FE, 1943, Tests of composite timber‐concrete beams, Proceedings of the American Concrete Institute, 39, 253",{},{"id":28,"text":1495,"url":28,"identifiers":1496},"McCullough CB, 1943, Oregon tests on composite (timber–concrete) beams, Proceedings of the American Concrete Institute, 39, 429",{},{"id":28,"text":1498,"url":28,"identifiers":1499},"Pincus P, 1970, Behaviour of wood‐concrete composite beams, Journal of the Structural Division, 96, 2009, 10.1061\u002FJSDEAG.0002713",{"doi":1500},"10.1061\u002FJSDEAG.0002713",{"id":28,"text":1502,"url":28,"identifiers":1503},"BierH&PageDR.Exterior performance of radiata pine bridge components. Proceedings of the 3rd International Wood Engineering Conference London July1991: 3:251–258.",{},{"id":28,"text":1505,"url":28,"identifiers":1506},"GutkowskiRM&ChenTM.Tests analysis of mixed concrete–wood beams. Proceedings of the 4th International Wood Engineering Conference New Orleans 28–31 October 1996: 3:436–442.",{},{"id":28,"text":1508,"url":28,"identifiers":1509},"MäkipuroR TommolaJ Salokangas&JutilaA.Wood–concrete composite bridges. Nordic timber bridge project. Nordic Timber Council Report Stockholm 1996:1–71.",{},{"id":28,"text":1511,"url":28,"identifiers":1512},"10.2749\u002F101686600780481590",{"doi":1511},{"id":28,"text":1514,"url":28,"identifiers":1515},"10.2749\u002F101686693780607660",{"doi":1514},{"id":28,"text":1517,"url":28,"identifiers":1518},"RILEM TC 111 CST.Timber–concrete composite load‐bearing structures. Proceedings of the RILEM International Symposium ACMAR‐Ravenna 27 June1992:1–300.",{},{"id":28,"text":1520,"url":28,"identifiers":1521},"GiurianiE&FrangipaneA.Wood‐to‐concrete composite section for stiffening of ancient wooden beam floors. University of Brescia Technical Report1991; 14:1–11.",{},{"id":28,"text":1523,"url":28,"identifiers":1524},"HoeftM.Zur Berechnung von Verbundträgern mit beliebig gefügtem Querschnitt. Doctoral Thesis 1213. EPFL\u002FIBOIS Lausanne:1994.",{},{"id":28,"text":1526,"url":28,"identifiers":1527},"Timmermann K, 1993, Holz\u002FBeton‐Verbundkonstruktionen. Bericht 115\u002F30, 1",{},{"id":28,"text":1529,"url":28,"identifiers":1530},"Turrini G, 1983, Il comportamento statico della struttura mista legno calcestruzzo, Recuperare, 2, 224",{},{"id":28,"text":1532,"url":28,"identifiers":1533},"Godycki T, 1984, Verbunddecke aus Holrippen und Betonplatte, Bauingenieur, 59, 477",{},{"id":28,"text":1535,"url":28,"identifiers":1536},"CaprettiS CeccottiA Del SennoM&LauriolaM.On the experimental determination of strength and deformation characteristics of timber–concrete composite joints. Proceedings of the 5th World Conference on Timber Engineering Montreux 17–20 August1998:774–775.",{},{"id":28,"text":1538,"url":28,"identifiers":1539},"MöhlerK.Über das Tragverhalten von Biegeträgern und Druckstäben mit zusammengestezten Querschnitten und nachgiebigen Verbindungsmitteln. Habilitation. Technical University of Karlsruhe.1956: I–II:1–73.",{},{"id":28,"text":1541,"url":28,"identifiers":1542},"GirhammarUA.Behaviour of timber concrete composite load‐bearing structures. Chapter 3—Theory. Proceedings of the RILEM International Symposium ACMAR‐Ravenna 27 June1992: 3:1–57.",{},{"id":28,"text":1544,"url":28,"identifiers":1545},"Kreutzinger H, 1994, STEP‐Timber Engineering 1, B11\u002F1",{},{"id":28,"text":1547,"url":28,"identifiers":1548},"Aicher S, 1987, Ein modifiziertes γ‐Verfahren für das mechanische Analogon: dreischichtiger Sandwichverbund—zweiteiliger verschieblicher Verbund, Bautechnik, 64, 21",{},{"id":28,"text":1550,"url":28,"identifiers":1551},"Aicher S, 1987, Bemessung biegebeanspruchter Sandwichbalken mit dem modifizierten γ‐Verfahren, Bautechnik, 64, 79",{},{"id":28,"text":1553,"url":28,"identifiers":1554},"Zajicek VP, 1989, Holz‐Beton‐Verbundecken mit nachgiebigem Verbund, Österreichische Ingenieur und Architekten‐Zeitschrift, 134, 94",{},{"id":28,"text":1556,"url":28,"identifiers":1557},"Comité Européen de NormalisationEurocode 5. Design of Timber Structures. Part 1‐1: General Rules and Rules for Buildings pr‐EN 1995‐1‐1. Brussels (B): CEN.2002.",{},{"id":28,"text":1559,"url":28,"identifiers":1560},"FragiacomoM.Long‐term behaviour of timber–concrete composite beams. Proceedings of the 3rd PhD Symposium in Civil Engineering Vienna 2000: 1:525–535.",{},{"id":28,"text":1562,"url":28,"identifiers":1563},"Blass HJ, 1995, STEP 3 14\u002F1–14\u002F25",{},{"id":28,"text":1565,"url":28,"identifiers":1566},"KuhlmannU&SchänzlinJ.Composite of vertically laminated timber decks and concrete. Proceedings of the IABSE Conference on Innovative Wooden Structures and Bridges Lahti Finland 29–31 August2001:507–512.",{"doi":1567},"10.2749\u002F222137801796349141",{"id":28,"text":1569,"url":28,"identifiers":1570},"CeccottiA&CovanC.Behaviour of timber and concrete composite load‐bearing structures. Proceedings of the IUFRO Timber Engineering Group Meeting S5.02 Saint John New Brunswick 30 July–3 August1990:1–6.",{},{"id":28,"text":1572,"url":28,"identifiers":1573},"Bou SaidE JullienJF&SiemersM.Non‐linear analysis of local composite timber–concrete behaviour. Proceedings of the 7th World Conference on Timber Engineering KualaLumpur August2002: W092:1–8.",{},{"id":28,"text":1575,"url":28,"identifiers":1576},"van der LindenMLR.Timber–concrete composite floor systems. Doctoral Thesis. Technical University of Delft.1999: I–XVII:1–364.",{},{"id":28,"text":1578,"url":28,"identifiers":1579},"PiazzaM&BalleriniM.Experimental and numerical results on timber–concrete composite floors with different connection systems. Proceedings of the 6th World Conference on Timber Engineering Whistler British Columbia 31 July –3 August2000:50.",{},{"id":28,"text":1581,"url":28,"identifiers":1582},"BonaminiG CeccottiA&UzielliL.Prove sperimentali a breve e lungo termine su elementi composti calcestruzzo—legno antico di quercia e di larice. Proceedings of the CTE Conference Bologna 1990:241–251.",{},{"id":28,"text":1584,"url":28,"identifiers":1585},"van den KuilenJWG.Duration of load effects in timber joints. Doctoral Thesis. Tecnhical University of Delft.1999: I–XV:1–277.",{},{"id":28,"text":1587,"url":28,"identifiers":1588},"AmadioC CeccottiA Di MarcoR&FragiacomoM.Long‐term behaviour of a timber–concrete connection system. Proceedings of the International RILEM Symposium on Joints in Timber Structures Stuttgart 12–14 September2001:263–272.",{},{"id":28,"text":1590,"url":28,"identifiers":1591},"CaprettiS&CeccottiA.Service behaviour of timber‐concrete composite beams: a 5‐year monitoring and testing experience. Proceedings of the 4th International Wood Engineering Conference New Orleans 1996: 3:443–449.",{},{"id":28,"text":1593,"url":28,"identifiers":1594},"Bou SaidE&JullienJF.Long‐term analysis of a timber bridge structure under environmental conditions. Proceedings of the 7th World Conference on Timber Engineering KualaLumpur August2002:1–20.",{},{"id":28,"text":1596,"url":28,"identifiers":1597},"Comité Européen de NormalisationTimber Structures—Glued Laminated Timber—Strength Classes and Determination of Characteristic values. EN 1194 Brussels: CEN.2000.",{},{"id":28,"text":1599,"url":28,"identifiers":1600},"AmadioC CeccottiA Di MarcoR&FragiacomoM.Influence of rheological phenomena in timber–concrete composite beams. Proceedings of the IABSE Conference on Innovative Wooden Structures and Bridges Lahti Finland 29–31 August2001:525–530.",{"doi":1601},"10.2749\u002F222137801796349060",{"id":28,"text":1603,"url":28,"identifiers":1604},"CeccottiA.Timber–concrete composite structures. Timber Engineering STEP 2 Centrum Hout (NL) 1995;E13\u002F1–E13\u002F1.",{},{"id":28,"text":1606,"url":28,"identifiers":1607},"International Standards OrganisationTimber Structures—[Testing of] Joints Made with Mechanical Fasteners—General Principles for the Determination of Strength and Deformation Characteristics. ISO 6891: Geneva: ISO.1988.",{},{"id":28,"text":1609,"url":28,"identifiers":1610},"RancG.Resistance en fatigue des dalles de béton armé fissurées des ponts mixtes. Doctoral Thesis. Ecole Nationale des Ponts et Chaussées Paris 1999:1–250.",{},{"id":28,"text":1612,"url":28,"identifiers":1613},"CaprettiS&CeccottiA.Time dependent analysis of timber and concrete composite structures. Proceedings of the RILEM International Symposium ACMAR‐Ravenna 27 June1992:200–220.",{},{"id":1615,"createTime":1616,"updateTime":1616,"relativeEntities":1617,"slug":1618,"properties":1619,"entityType":920,"verifyStatus":26,"verifyTime":1616,"verifyNote":921,"languages":1630,"translateLanguages":28,"viewCount":32,"primaryUrl":1631,"fullTextUrl":28,"authors":1632,"publicationType":944,"publisherRelationship":1669,"citationCount":1695,"citationInfo":1696,"publishDate":1699,"publishYear":1697,"citationAnalyzeStatus":879,"lastCitationAnalyze":28,"indexDatabases":1700,"openAccess":28,"references":1701,"isForceReanalyzing":1173},"a717abae-34a6-474a-be42-bb427400aa4b","2024-11-27T14:55:38.963+00:00",[],"Chloride-induced-corrosion-of-steel-in-concrete",{"openalex":1620,"mag":1622,"abstract":1624,"title":1626,"doi":1628},{"VOID":1621},"W2142245308",{"VOID":1623},"2142245308",{"EN":1625},"\u003Cjats:title>Abstract\u003C\u002Fjats:title>\u003Cjats:p>The corrosion of steel reinforcement in concrete structures induced by chloride ion contamination is a major problem. Deterioration starts with the loss of protection provided by the concrete cover as the result of chloride ingress. This is followed by corrosion initiation and then propagation. Recent advances in models of chloride penetration into concrete, based on mathematical models of the physical transport processes and an analysis of empirical data, have been made. Inhibitive and aggressive properties of solid phases present at the steel which affect corrosion initiation have been identified. Improved methods have been developed to monitor corrosion rates as well as chloride ingress into the concrete cover. 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Specifically, this paper attempts to review various key structural health monitoring technologies, including sensor development, data processing, damage detection algorithms, data analysis and information processing. Several examples are cited from the aerospace, civil and mechanical communities. Monitoring of constructed systems are of considerable interest since the consequences of failure can have a significant effect on the society at large. For instance, consider the 1100 major long‐span bridges in the USA (those with spans of 100 m or longer), many are over 50 years old, and several notable ones are over 100 years old. These bridges fall outside the Standard Specifications issued by AASHTO (1998), and there is little generic experience related to maintaining their performance, especially after they age and\u002For following any damage. More than 800 of the long‐span bridges in the National Bridge Inventory are classified as fracture‐critical. It follows that structural health monitoring techniques may prove to be useful for maintaining and preserving this population of aging civil infrastructure. It is hoped that the following will stimulate additional discussion regarding the importance of structural health monitoring as an emerging research area for a variety of aerospace, civil and mechanical applications.\u003C\u002Fjats:p>",{"EN":1952},"Status of structural health monitoring of long‐span bridges in the United States",{"VOID":1954},"10.1002\u002Fpse.129",[31],"https:\u002F\u002Fonlinelibrary.wiley.com\u002Fdoi\u002F10.1002\u002Fpse.129",[1958,1975],{"id":1959,"sortIndex":32,"researcher":28,"roles":1960,"affiliations":1961,"properties":1970,"displayName":1972,"givenName":28,"familyName":28},"93c66843-6e4e-4425-85ed-cc978940c7dc",[],[1962],{"id":1963,"sortIndex":32,"affiliation":1964,"properties":28},"b470ee1d-56bb-4978-b405-bc1f76bfb10d",{"id":1963,"createTime":28,"updateTime":28,"relativeEntities":1965,"slug":28,"properties":1966,"entityType":28,"verifyStatus":28,"verifyTime":28,"verifyNote":28,"languages":28,"translateLanguages":28,"viewCount":28,"url":28,"parentIds":1969,"statistic":28},[],{"title":1967},{"VI":1968},"Department of Aerospace Engineering, University of Maryland, College Park, Maryland 20742, USA",[],{"title":1971,"openalex":1973},{"EN":1972},"Darryll J. 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Proceedings of the 2nd Workshop on Advanced Technologies in Urban Earthquake Disaster Mitigation Kyoto 9–14 July2000.",{},{"id":28,"text":2067,"url":28,"identifiers":2068},"DoeblingSW FarrarCR PrimeMB&ShevitzDW.Damage identification and health monitoring of structural and mechanical systems from changes in their characteristics: a literature review. Los Alamos National Laboratory Report LA‐13070‐MS Los Alamos NM June1995.",{},{"id":28,"text":2070,"url":28,"identifiers":2071},"SunZG KoJM&NiYQ.Modal indices for identifying damage location in cable‐stayed Kap Shui Mun bridge. Proceedings of the 7th International Symposium on Smart Structures and Materials Newport CA 4–8 March2001.",{"doi":2072},"10.1117\u002F12.435613",{"id":28,"text":2074,"url":28,"identifiers":2075},"Park G, An integrated health monitoring technique using structural impedance sensors, Journal of Intelligent Material Systems and Structures",{},{"id":28,"text":2077,"url":28,"identifiers":2078},"10.1002\u002Feqe.72",{"doi":2077},{"id":28,"text":2080,"url":28,"identifiers":2081},"10.1088\u002F0964-1726\u002F7\u002F5\u002F013",{"doi":2080},{"id":28,"text":2083,"url":28,"identifiers":2084},"10.1088\u002F0964-1726\u002F7\u002F5\u002F014",{"doi":2083},{"id":28,"text":2086,"url":28,"identifiers":2087},"LivingstonRA JinS&MarzoughiD.Stochastic modeling of ambient traffic loadings in LS‐DYNA nonlinear FE analysis. Proceedings of the 7th International Symposium on Smart Structures and Materials Newport CA 4–8 March2001.",{"doi":2088},"10.1117\u002F12.435618",{"id":28,"text":2090,"url":28,"identifiers":2091},"10.1098\u002Frspa.1998.0193",{"doi":2090},{"id":28,"text":2093,"url":28,"identifiers":2094},"SoonH FarrarC HunterN&WordenK.Applying the LANL statistical pattern recognition paradigm for structural health monitoring to data from a surface‐effect fast patrol boat. Los Alamos National Laboratory Report LA‐13761‐MS Los Alamos New Mexico 2001.",{},{"id":28,"text":2096,"url":28,"identifiers":2097},"FengMQ KimDK ShengLH FijiLM&KimYJ.Instrumentation for long‐term performance monitoring. Proceedings of the 7th International Symposium on Smart Structures and Materials Newport CA 4–8 March2001.",{},{"id":28,"text":2099,"url":28,"identifiers":2100},"MurugeshG.Health monitoring of the new Benicia‐Martinez bridge. Proceedings of the 7th International Symposium on Smart Structures and Materials Newport CA 4–8 March2001.",{},{"id":28,"text":2102,"url":28,"identifiers":2103},"CatbasFN CilogluSK GrimmelsmanKA&AktanAE.Issues in fleet health monitoring of aged concrete T‐beam bridges in Pennsylvania. Proceedings of the 80th Annual Meeting of the Transportation Research Board Washington DC 7–11 January2001.",{},{"id":28,"text":2105,"url":28,"identifiers":2106},"KoJM NiYQ SunZG&ChanTHT.Remote visualized health monitoring of cable‐supported bridges. Proceedings of the 7th International Symposium on Smart Structures and Materials Newport CA 4–8 March2001.",{},{"id":28,"text":2108,"url":28,"identifiers":2109},"NiYQ JiangSF&KoJM.Application of adaptive probabilistic neural network to damage detection of Tsing Ma suspension bridge. Proceedings of the 7th International Symposium on Smart Structures and Materials Newport CA 4–8 March2001.",{"doi":2110},"10.1117\u002F12.435610",{"id":28,"text":2112,"url":28,"identifiers":2113},"SumitroS.Current and future trends in long span bridge health monitoring system in Japan. Proceedings of the 7th International Symposium on Smart Structures and Materials Newport CA 4–8 March2001.",{},{"id":28,"text":2115,"url":28,"identifiers":2116},"PinesD AtkanAE&InmanD.NSF Workshop on Long Span Bridges UC Irivine March2001 page90.",{},{"id":2118,"createTime":2119,"updateTime":2119,"relativeEntities":2120,"slug":2121,"properties":2122,"entityType":920,"verifyStatus":26,"verifyTime":2119,"verifyNote":921,"languages":2133,"translateLanguages":28,"viewCount":32,"primaryUrl":2134,"fullTextUrl":28,"authors":2135,"publicationType":944,"publisherRelationship":2155,"citationCount":132,"citationInfo":2182,"publishDate":2184,"publishYear":975,"citationAnalyzeStatus":879,"lastCitationAnalyze":28,"indexDatabases":2185,"openAccess":28,"references":2186,"isForceReanalyzing":1173},"f45c6748-9bc6-41e7-a8d4-f8400efd853a","2024-09-17T13:38:02.837+00:00",[],"Design-of-structural-joints-in-building-frames",{"openalex":2123,"mag":2125,"abstract":2127,"title":2129,"doi":2131},{"VOID":2124},"W2021910711",{"VOID":2126},"2021910711",{"EN":2128},"\u003Cjats:title>Abstract\u003C\u002Fjats:title>\u003Cjats:p>A single and unified concept for the design of structural joints in building frames made of any material has been developed in recent years, and is now widely implemented in European design codes. In the present paper, this concept is presented, its merits as far as the economy of a project are demonstrated, and practical design tools for its application in daily practice are briefly described. The paper also contains references to user's manuals and design handbooks.\u003C\u002Fjats:p>",{"EN":2130},"Design of structural joints in building frames",{"VOID":2132},"10.1002\u002Fpse.105",[31],"https:\u002F\u002Fonlinelibrary.wiley.com\u002Fdoi\u002F10.1002\u002Fpse.105",[2136],{"id":2137,"sortIndex":32,"researcher":28,"roles":2138,"affiliations":2139,"properties":2148,"displayName":2152,"givenName":28,"familyName":28},"7ce2a86a-2177-435e-a875-d854cb7b5a5f",[],[2140],{"id":2141,"sortIndex":32,"affiliation":2142,"properties":28},"d88ffb1e-ed4f-48e8-9deb-c7b2b442a5a9",{"id":2141,"createTime":28,"updateTime":28,"relativeEntities":2143,"slug":28,"properties":2144,"entityType":28,"verifyStatus":28,"verifyTime":28,"verifyNote":28,"languages":28,"translateLanguages":28,"viewCount":28,"url":28,"parentIds":2147,"statistic":28},[],{"title":2145},{"EN":2146},"M&S Department, University of Liège, 1 Chemin des Chevreuils, B-4000 Liège 1, Belgium",[],{"orcid":2149,"title":2151,"openalex":2153},{"VOID":2150},"https:\u002F\u002Forcid.org\u002F0000-0003-1496-6300",{"EN":2152},"Jean‐Pierre Jaspart",{"VOID":2154},"A5079483111",{"url":28,"publisher":2156,"properties":2176},{"id":868,"createTime":869,"updateTime":870,"relativeEntities":2157,"slug":872,"properties":2158,"entityType":25,"verifyStatus":879,"verifyTime":28,"verifyNote":28,"languages":28,"translateLanguages":28,"viewCount":32,"subjectFields":2162,"manageAffiliations":2163,"indexDatabases":2164,"url":28,"thumbnailPath":28,"statistic":2171,"gsStatistic":28,"type":28,"analyzePriority":28},[],{"issn":2159,"title":2160,"eissn":2161},{"VOID":875},{"EN":872},{"VOID":878},[],[],[2165],{"id":884,"indexDatabase":2166,"url":890,"indexYears":891,"academicFieldIds":28,"indexDatabaseRanking":892},{"id":792,"createTime":28,"updateTime":28,"relativeEntities":2167,"label":2168,"description":2169,"key":798,"publicationTags":2170,"standard":28},[],{"EN":795,"VI":795},{"EN":795,"VI":797},[800],{"impactFactor":32,"impactFactorByYear":2172,"i10Index":123,"i10IndexLast5Year":32,"totalPublication":123,"totalPublicationByYear":2173,"totalCitation":896,"totalCitationByYear":2174,"totalCitationPerPublication":898,"totalCitationPerPublicationByYear":2175,"hindexLast5Year":123,"hindex":123},{},{"2002":123},{"2002":896},{"2002":898},{"issue":2177,"pages":2179,"volume":2181},{"VOID":2178},"1",{"VOID":2180},"18-34",{"VOID":972},{"total":132,"publishYear":975,"statisticByYear":2183},{"2012":40,"2013":42,"2015":40,"2017":42,"2018":42,"2019":40,"2020":123,"2022":123,"2023":123,"2024":42},"2002-01-01",[],[2187,2190,2193,2196,2199,2202,2205,2208,2211,2214,2217,2220,2223,2226,2229,2232,2235,2238,2241,2244],{"id":28,"text":2188,"url":28,"identifiers":2189},"Eurocode 3.Design of Steel Structures. 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Office for Official Publications of the European Communities.1998.",{},{"id":28,"text":2206,"url":28,"identifiers":2207},"Weynand K, 1997, Sicherheits‐ und Witschaftlichkeits‐untersuchungen zur Anwendung nachgiebiger Anschlüsse im Stahlbau",{},{"id":28,"text":2209,"url":28,"identifiers":2210},"VandegansD.Use of the threaded. studs in joints between I‐beams and RHS columns; Proceedings of the Colloquium on Semi‐Rigid Connections Istanbul 25–27 September 1996.53–62.",{},{"id":28,"text":2212,"url":28,"identifiers":2213},"Eurocode 3. Design of Steel Structures. Part 1.8: Design of Joints European Prestandard prEN 1993‐1‐8 Final Draft 6 September 2001(to be published by CEN).",{},{"id":28,"text":2215,"url":28,"identifiers":2216},"Eurocode 4. Design of Composite Steel and Concrete Structures. 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Assemblages Flexionnels en Acier selon l'Eurocode 3—Outils de Calcul Pour les Assemblages Rigides et Semi‐rigides. Saint‐Remy‐les‐Chevreuse: CTICM.1996.",{},{"id":28,"text":2233,"url":28,"identifiers":2234},"SedlacekG WeynandK&OerderS. Typisierte Anschlüsse im Stahlhochbau: Düsseldorf DSTV Stahlbau‐Verlagsges.2000.",{},{"id":28,"text":2236,"url":28,"identifiers":2237},"British Constructional Steelwork Association & The Steel Construction Institute. Joints in Simple Construction. Vol. 1 Design Methods Publication SCI‐P‐205 2nd Edn. London: BCSA SCI.1993.",{},{"id":28,"text":2239,"url":28,"identifiers":2240},"British Constructional Steelwork Association & The Steel Construction Institute. Joints in Simple Construction. Vol. 2 Practical Applications Publication 206‐92 1st edn. London: BCSA SCI.1992.",{},{"id":28,"text":2242,"url":28,"identifiers":2243},"The Steel Construction Institute. Design of Semi‐continuous Braced Frames Publication SCI‐P‐183 1st edn. London: SCI.1997.",{},{"id":28,"text":2245,"url":28,"identifiers":2246},"British Constructional Steelwork Association & The Steel Construction Institute. Joints in Steel Construction—Moment Connections Publication 207–295. London: BCSA SCI.1995.",{}]