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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. 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Hồng Phương, 1993. Đánh giá xác suất độ nguy hiểm động đất cho lãnh thổ Việt Nam. Luận án tiến sĩ, Viện Vật lý Trái đất, Viện Hàn lâm Khoa học Liên bang Nga, Matxcơva (Tiếng Nga).\nNguyen Hong Phuong, 1997. Probabilistic earthquake hazard assessment for Vietnam and adjacent regions. Proceedings of the National Centre for Science and Technology of Vietnam, 9(1): 115-130.\nNguyễn Hồng Phương, 2004. Bản đồ độ nguy hiểm động đất Việt Nam và Biển Đông. Tạp chí Các khoa học về Trái đất, 26(2): 97-111.\nGSHAP Final Report, 1997.\nNguyễn Đình Xuyên, Lê Tử Sơn, 2009. Bản đồ phân vùng động đất lãnh thổ Việt Nam trong tiêu chuẩn xây dựng Việt Nam: TCXDVN 375-2006: Thiết kế công trình chiụ động đất. Tạp chí Các khoa học về Trái đất 30(4): 503-513.\nBùi Công Quế (Chủ biên), 2010. Nguy hiểm động đất và sóng thần ở vùng ven biển Việt Nam. Nxb. Khoa học tự nhiên và Công nghệ. Chương V. Tr. 169-185.\nCornell, C. A., 1968. Engineering seismic risk analysis. Bulletin of the Seismological Society of America, 58(5): 1583-1606.\nEsteva, L., 1968. Bases para la formulación de decisiones de diseño sísmico. Instituto de Ingeniería, Universidad Nacional Autónoma de México.\nNguyễn Hồng Phương, Phạm Thế Truyền, 2007. Xây dựng mô hình nguồn tuyến đánh giá rủi ro động đất ở Việt Nam. Tạp chí các Khoa học về Trái đất, 29(3): 228-238.\nNguyen Hong Phuong, Bui Cong Que and Nguyen Dinh Xuyen, 2012. Investigation of earthquake tsunami sources, capable of affecting Vietnamese coast. Natural hazards, 64(1): 311-327.\nNguyen Hong Phuong, Bui Cong Que, Vu Ha Phuong and Pham The Truyen, 2014. Scenario-based tsunami hazard assessment for the coast of Vietnam from the Manila Trench source. Physics of the Earth and Planetary Interiors, 236, 95-108.\nKeilis-Borok, V. I., Knopoff, L., and Rotvain, I. M., 1980. Bursts of aftershocks, long-term precursors of strong earthquakes. Nature, 283, 259-263.\nTran Viet Hung and Kiyomiya, O., 2012. Ground motion attenuation relationship for shallow strike-Slip earthquakes in Northern Vietnam Based on Strong motion records from Japan, Vietnam and adjacent regions. Structural Eng.\u002FEarthquake Eng., 68(3): 509-525.\nNguyen, L. M., Lin, T. L., Wu, Y. M., Huang, B. S., Chang, C. H., Huang, W. G., ... and Dinh, V. T., 2012. The first peak ground motion attenuation relationships for north of Vietnam. Journal of Asian Earth Sciences, 43(1): 241-253.\nMcGuire, R. K., 1976. FORTRAN computer program for seismic risk analysis (No. 76-67). US Geological Survey.\nOrdaz, M., Aguilar, A., Arboleda, J., (?). Phần mềm CRISIS99. University of Mexico (UNAM). (TL tiếng Anh, tiếng Việt lẫn lộn)\nNguyen Hong Phuong, 1991. Probabilistic assessment of earthquake hazard in Vietnam based on seismotectonic regionalization. Tectonophysics, 198(1): 81-93.\nNguyen Hong Phuong, 2001. Probabilistic seismic hazard assessment along the Southeastern coast of Vietnam. Natural hazards, 24(1): 53-74.\nNguyen Hong Phuong, Pham The Truyen, 2014. Probabilistic seismic hazard assessment for the South Central Vietnam. Vietnam Journal of Earth Scence (đang in).\nToro, G. R., Abrahamson, N. A., and Schneider, J. F., 1997. Engineering model of strong ground motions from earthquakes in the central and eastern United States. Seismological Research Letters, 68(1): 41-57.\nGusiakov, V. K., 2005. Integrated tsunami database for the world ocean, version 5.15. Tsunami Laboratory, ICMMG SD RAS, Novosibirsk, Russia.\nXiang, J., and Gao, D., 1994. The attenuation law of horizontal peak acceleration on the rock site in Yunnan area. Earthquake Research in China, 8(4): 509-516.\nYoungs, R. R., Chiou, S. J., Silva, W. J., and Humphrey, J. R., 1997. Strong ground motion attenuation relationships for subduction zone earthquakes. Seismological Research Letters, 68(1): 58-73.",{"EN":766},"Probabilistic seismic hazard maps,peak ground acceleration,seismic source zones,ground motion prediction equation.",{"EN":768,"VI":769},"In this paper, the probabilistic seismic hazard maps for the territory of Vietnam and the East Vietnam Sea revised from the existing 2010 ones are presented. An earthquake catalog updated until 2014 and most recent seismotectonic and geodynamic information of South East Asia were used for delineation of 37 seismic source zones in the whole territory of Vietnam and the East Vietnam Sea area extended to 1250E. While the Toro et al. (1997) ground motion prediction equation was used for most seismic sources, the equation developed for the subduction zones by Youngs, Chiou, Silva and Humphrey (1997) was used for the Manila Trench source zone. The hazard maps show distribution of the mean peak ground acceleration (PGA) with 10%, 5%, 2% and 0.5% probability of exceedance in 50 years. The highest hazard areas were revealed in northwestern part of the country, in Dien Bien - Lai Chau and Son La source zones, with the maximum values of PGA for 475 - 9975 years of 180 - 272 gals; and off-shore  Vietnam’s South Central coast, in the 1090Meridian Fault source zone, where the maximum values of PGA for 475 - 9975 years are 118 - 285 gals. These PGA maps present both short - term and long - term forecasts of seismic hazard in Vietnam and the East Vietnam Sea and can be used as a reference for antiseismic design and many engineering applications.","Bài báo này trình bày phiên bản mới nhất của tập bản đồ xác suất nguy hiểm động đất lãnh thổ Việt Nam và khu vực Biển Đông. Danh mục động đất cập nhật tới năm 2014 và các thông tin mới được công bố gần đây nhất về địa chấn kiến tạo và địa động lực khu vực Đông Nam Á được sử dụng để xác định ranh giới của 37 vùng nguồn chấn động trên lãnh thổ Việt Nam và khu vực Biển Đông giới hạn bởi kinh tuyến 1250 Đông. Mô hình tắt dần chấn động của Toro và cộng sự (1997) được áp dụng cho các vùng nguồn chấn động trên lãnh thổ và thềm lục địa Việt Nam, trong khi mô hình tắt dần chấn động xây dựng cho các đới hút chìm của Youngs, Chiou, Silva và Humphrey (1997) được áp dụng cho vùng nguồn máng biển sâu Manila. Các bản đồ nguy hiểm động đất biểu thị phân bố không gian của giá trị trung vị của gia tốc cực đại nền (PGA) với các xác suất bị vượt quá lần lượt bằng 10%, 5%, 2% và 0,5% trong vòng 50 năm. Các khu vực có độ nguy hiểm cao nhất bao gồm 1) vùng Tây Bắc Việt Nam, nơi có các vùng nguồn chấn động Điện Biên - Lai Châu và Sơn La, có giá trị PGA cực đại đạt tới 180 g và 272 g tương ứng với các chu kỳ thời gian từ 475 năm và 9975 năm; và 2) ngoài khơi Nam Trung Bộ, nơi có các vùng nguồn chấn động kinh tuyến 1090 và Cửu Long - Côn Sơn, có giá trị PGA cực đại đạt tới 118 g và 285 g tương ứng với các chu kỳ thời gian từ 475 năm và 9975 năm. Tập bản đồ xác suất nguy hiểm động đất cung cấp những thông tin dự báo định lượng ngắn hạn, trung bình và dài hạn về độ nguy hiểm động đất trên lãnh thổ Việt Nam và khu vực Biển Đông và có thể được sử dụng trong thiết kế kháng chấn và nhiều ứng dụng địa chấn công trình.",{"EN":771,"VI":772},"PROBABILISTIC SEISMIC HAZARD MAPS OF VIETNAM AND THE EAST VIETNAM SEA","TẬP BẢN ĐỒ XÁC SUẤT NGUY HIỂM ĐỘNG ĐẤT VIỆT NAM VÀ BIỂN ĐÔNG",{"VOID":774},"10.15625\u002F1859-3097\u002F6083",{"VOID":776},"15",{"VOID":778},"1",{"VOID":780},"77-90","PUBLICATION","2023-06-14T02:42:34.171+00:00","b1a1fe3a-ddae-4fc5-bc42-65d79f5a8d45","https:\u002F\u002Fvjs.ac.vn\u002Findex.php\u002Fjmst\u002Farticle\u002Fview\u002F6083","https:\u002F\u002Fvjs.ac.vn\u002Findex.php\u002Fjmst\u002Farticle\u002Fdownload\u002F6083\u002F5433",[787,805],{"id":788,"sortIndex":36,"researcher":26,"roles":789,"affiliations":790,"properties":802},"42545a50-0330-4060-a9a1-ec1783a60a83",[],[791],{"id":792,"sortIndex":36,"affiliation":793,"properties":26},"a6ceea39-20d9-4449-b165-c60cadd52aa8",{"id":794,"createTime":795,"updateTime":796,"relativeEntities":797,"slug":798,"properties":799,"entityType":98,"verifyStatus":28,"verifyTime":26,"verifyNote":26,"syncStatus":28,"languages":26,"translateLanguages":26,"viewCount":36},"630fb356-5060-434a-b743-251025b43afc","2023-06-13T22:01:39.428+00:00","2026-06-19T01:45:50.839+00:00",[],"Vi%E1%BB%87n-V%E1%BA%ADt-l%C3%BD-%C4%90%E1%BB%8Ba-c%E1%BA%A7u",{"title":800},{"VI":801},"Viện Vật lý Địa cầu",{"title":803},{"VI":804},"Pham The Truyen",{"id":806,"sortIndex":36,"researcher":26,"roles":807,"affiliations":808,"properties":815},"29347c24-4fe8-46df-871d-d53244e5d23f",[],[809],{"id":810,"sortIndex":36,"affiliation":811,"properties":26},"a7a4331a-63fb-4200-806f-6a03762d5628",{"id":794,"createTime":795,"updateTime":796,"relativeEntities":812,"slug":798,"properties":813,"entityType":98,"verifyStatus":28,"verifyTime":26,"verifyNote":26,"syncStatus":28,"languages":26,"translateLanguages":26,"viewCount":36},[],{"title":814},{"VI":801},{"title":816},{"VI":817},"Nguyen Hong 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15 No. 1","Tập 15 Số 1",{"total":244,"publishYear":847,"statisticByYear":26},2015,"2015-03-30","2025-02-06T11:25:38.975+00:00",[],false,{"id":853,"createTime":854,"updateTime":855,"relativeEntities":856,"slug":857,"properties":858,"entityType":781,"verifyStatus":25,"verifyTime":854,"verifyNote":783,"syncStatus":28,"languages":26,"translateLanguages":26,"viewCount":36,"primaryUrl":875,"fullTextUrl":876,"authors":877,"publicationType":818,"publisherRelationship":926,"citationCount":240,"citationInfo":953,"publishDate":955,"publishYear":954,"citationAnalyzeStatus":28,"lastCitationAnalyze":956,"indexDatabases":957,"openAccess":26,"references":26,"isForceReanalyzing":851},"2adc2a96-63c4-4fa0-a91a-6f668eb5f9f4","2023-06-14T02:07:07.919+00:00","2026-06-19T01:45:42.136+00:00",[],"THE-INFLUENCE-OF-WIND-AND-OCEANOGRAPHIC-FACTORS-ON-CHARACTERISTICS-OF-SUSPENDED-SEDIMENT-TRANSPORT-IN-BACH-DANG-ESTUARY",{"gsPaper":859,"keywords":861,"abstract":863,"title":865,"doi":867,"volume":869,"issue":871,"pages":873},{"VOID":860},"16716758242377727554",{"EN":862},"sediment,suspended sediment,Bach Dang estuary,modelling",{"EN":864},"This paper presents some results of applicating three dimension (3D) numerical model to study and assessment influences of tidal oscillation, wind and wave action on characteristics of suspended sediment transport in Bach Dang estuary. Measures data were collected and processed systematically and synchronously  in order to create water river boundary condition (time-serial) for the model. The sea boundary conditions of  model were created by NESTING method. The model was setup with 7 vertical layers in s coordinate. The results of model were validated and calibrated by measured data of water level at Hon Dau, and current velocity and suspended sediment concentration in some points in the model frame. Results of scenarios show the different role of tidal oscillation, wind stress and wave action on suspended sediment transport in Bach Dang estuary. The  tidal oscillations during the flood tide make increasing penetrate of seawater into the rivers from 1-2.5km. It also makes increasing the suspended sediments to the sea from 4-8.0 km during the ebb tide. Under the influences of wind and wave action, the suspended sediments are diffused strongly from bottom to surface layers, the turbidity significantly increases in the area far from the estuary about 10-20km. The wind and wave are main factors creating the  turbidity water zone outside  of Nam Trieu mouth, northeast area of estuary and Do Son beach, especially during the wind and wave in SE direction.",{"EN":866},"THE INFLUENCE OF WIND AND OCEANOGRAPHIC FACTORS ON CHARACTERISTICS OF  SUSPENDED SEDIMENT TRANSPORT IN BACH DANG ESTUARY",{"VOID":868},"10.15625\u002F1859-3097\u002F3526",{"VOID":870},"13",{"VOID":872},"3",{"VOID":874},"216-226","https:\u002F\u002Fvjs.ac.vn\u002Findex.php\u002Fjmst\u002Farticle\u002Fview\u002F3526","https:\u002F\u002Fvjs.ac.vn\u002Findex.php\u002Fjmst\u002Farticle\u002Fdownload\u002F3526\u002Fpdf",[878,899],{"id":879,"sortIndex":36,"researcher":26,"roles":880,"affiliations":881,"properties":896},"65bcf1f5-54f0-4c9c-977d-cbd8d25433b8",[],[882],{"id":883,"sortIndex":36,"affiliation":884,"properties":893},"0b4b97fa-2881-45fe-aacf-50e63f4d3e74",{"id":885,"createTime":886,"updateTime":887,"relativeEntities":888,"slug":889,"properties":890,"entityType":98,"verifyStatus":28,"verifyTime":26,"verifyNote":26,"syncStatus":28,"languages":26,"translateLanguages":26,"viewCount":36},"2dc8b0d1-1057-47dd-aa72-439eecc2a4a5","2023-06-14T01:01:37.733+00:00","2026-06-19T02:14:08.287+00:00",[],"University-of-Science-VNU",{"title":891},{"VI":892},"University of Science, 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