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All the high-performance steel-fiber-reinforced concretes flexural specimens were tested under configuration of three-point loading. The fracture parameters were hardening energy, softening energy and length of cohesive crack. Two steel fiber types were employed in the studied high-performance steel-fiber-reinforced concretes, including 35 mm long hooked fiber and 13 mm short smooth fiber. The high-performance steel-fiber-reinforced concretes were produced from the same matrix but added different fiber contents as follows: 0.0 vol.%, 0.5 vol.%, 1.0 vol.%, and 1.5 vol.%. The experimental resultsdemonstrated that two parameters, including the hardening energy and softening energy, were observed to increase with increasing of fiber content, regardless of fiber type. The hardening energy was lower than thesoftening energy at any fiber content. The short smooth fibers generally produced the higher fracture energyparameters than the long hooked fibers. The highest total fracture energies of the high-performance steel-fiber-reinforced concretes were observed at 1.0 vol.% as follows: 58.25 kJ\u002Fm2 for using short smooth and 59.16 kJ\u002Fm2 for using long hooked fibers. Besides, the addition of reinforcing fibers considerably improved the length of the cohesive crack of the high-performance steel-fiber-reinforced concretes: from 0.58 mm using no fiber to 519.85 mm using short smooth fibers 0.5 vol.%.",{"EN":56},"Effect of fiber content on flexural fracture parameters of high-performance steel fiber-reinforced concrete",{"VOID":58},"1918085235475859831",{"EN":60},"fracture energy,deflection-softening,deflection-hardening,cohesive crack,fiber content",{"VOID":62},"10.31814\u002Fstce.huce2024-18(1)-02","PUBLICATION","VERIFIED","2024-05-06T21:06:48.209+00:00","Auto Verify",[68],"EN","https:\u002F\u002Fstce.huce.edu.vn\u002Findex.php\u002Fen\u002Farticle\u002Fview\u002F2822","https:\u002F\u002Fstce.huce.edu.vn\u002Findex.php\u002Fen\u002Farticle\u002Fdownload\u002F2822\u002F1443",[72,87,102,115],{"id":73,"sortIndex":19,"researcher":18,"roles":74,"affiliations":75,"properties":84,"displayName":86,"givenName":18,"familyName":18},"c2151ec1-6bd7-4d6f-907e-4274bf7052e0",[],[76],{"id":77,"sortIndex":19,"affiliation":78,"properties":18},"1d19b73b-dd1a-4833-b77f-c8cef8b0aba7",{"id":77,"createTime":18,"updateTime":18,"relativeEntities":79,"slug":18,"properties":80,"entityType":18,"verifyStatus":18,"verifyTime":18,"verifyNote":18,"languages":18,"translateLanguages":18,"viewCount":18,"url":18,"parentIds":83,"statistic":18},[],{"title":81},{"EN":82},"Faculty of Civil Engineering, Ho Chi Minh City University of Technology and Education, 01 Vo Van Ngan street, Thu Duc city, Ho Chi Minh city, Vietnam",[],{"title":85},{"EN":86},"Thi-Ngoc-Han Vuong",{"id":88,"sortIndex":28,"researcher":18,"roles":89,"affiliations":90,"properties":97,"displayName":99,"givenName":18,"familyName":18},"3cf463d2-6428-4f7a-b825-e77c03a50ff5",[],[91],{"id":77,"sortIndex":19,"affiliation":92,"properties":18},{"id":77,"createTime":18,"updateTime":18,"relativeEntities":93,"slug":18,"properties":94,"entityType":18,"verifyStatus":18,"verifyTime":18,"verifyNote":18,"languages":18,"translateLanguages":18,"viewCount":18,"url":18,"parentIds":96,"statistic":18},[],{"title":95},{"EN":82},[],{"title":98,"gsAuthor":100},{"EN":99},"Duy-Liem Nguyen",{"VOID":101},"2E-XJogAAAAJ",{"id":103,"sortIndex":31,"researcher":18,"roles":104,"affiliations":105,"properties":112,"displayName":114,"givenName":18,"familyName":18},"ddcea41f-09c8-45c9-a48d-205b21a8d9ea",[],[106],{"id":77,"sortIndex":19,"affiliation":107,"properties":18},{"id":77,"createTime":18,"updateTime":18,"relativeEntities":108,"slug":18,"properties":109,"entityType":18,"verifyStatus":18,"verifyTime":18,"verifyNote":18,"languages":18,"translateLanguages":18,"viewCount":18,"url":18,"parentIds":111,"statistic":18},[],{"title":110},{"EN":82},[],{"title":113},{"EN":114},"H.T. 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UHPC and NC samples used in the test were of the type of precast fortification of the real-scale and structure. TNT explosive was used in the test with a mass of 600 g per detonation. The explosive charge was centered on the top of fortifications, with the distance from the center of the explosion to the top of the fortification roof being 600 mm, 450 mm, and 300 mm, respectively. 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The simulations were conducted using a powerful Julia toolkit called DifferentialEquations.jl. The obtained results in each situation are discussed, and some recommendations are presented.\r\nKeywords:\r\nparaglider; simulation; modeling; state-space; ordinary differential equations; Julia; DifferentialEquations.jl",{"EN":322},"Simulation of several flying situations of paragliders",{"VOID":324},"2058848987012731078",{"VOID":326},"10.31814\u002Fstce.nuce2021-15(1)-07","2025-01-01T02:45:26.324+00:00",[68],"https:\u002F\u002Fstce.huce.edu.vn\u002Findex.php\u002Fen\u002Farticle\u002Fview\u002F1774","https:\u002F\u002Fstce.huce.edu.vn\u002Findex.php\u002Fen\u002Farticle\u002Fdownload\u002F1774\u002F986",[332,347,362],{"id":333,"sortIndex":19,"researcher":18,"roles":334,"affiliations":335,"properties":344,"displayName":346,"givenName":18,"familyName":18},"75293bd2-4c8c-4f9f-94aa-62a486bedd4f",[],[336],{"id":337,"sortIndex":19,"affiliation":338,"properties":18},"962b468a-c144-421b-b891-c04c9630f790",{"id":337,"createTime":18,"updateTime":18,"relativeEntities":339,"slug":18,"properties":340,"entityType":18,"verifyStatus":18,"verifyTime":18,"verifyNote":18,"languages":18,"translateLanguages":18,"viewCount":18,"url":18,"parentIds":343,"statistic":18},[],{"title":341},{"EN":342},"Faculty of Building and Industrial Construction, National University of Civil Engineering, 55 Giai Phong road, Hai Ba Trung district, Hanoi, Vietnam",[],{"title":345},{"EN":346},"Thanh Xuan Nguyen",{"id":348,"sortIndex":28,"researcher":18,"roles":349,"affiliations":350,"properties":357,"displayName":359,"givenName":18,"familyName":18},"bece822c-194c-4fc2-a858-82c6fed83f40",[],[351],{"id":337,"sortIndex":19,"affiliation":352,"properties":18},{"id":337,"createTime":18,"updateTime":18,"relativeEntities":353,"slug":18,"properties":354,"entityType":18,"verifyStatus":18,"verifyTime":18,"verifyNote":18,"languages":18,"translateLanguages":18,"viewCount":18,"url":18,"parentIds":356,"statistic":18},[],{"title":355},{"EN":342},[],{"title":358,"gsAuthor":360},{"EN":359},"Phuong Thi-Thu Phan",{"VOID":361},"0i2mC_wAAAAJ",{"id":363,"sortIndex":31,"researcher":18,"roles":364,"affiliations":365,"properties":372,"displayName":374,"givenName":18,"familyName":18},"84d7c7b0-ca88-4f4b-b3bd-f17af0fc6fb3",[],[366],{"id":337,"sortIndex":19,"affiliation":367,"properties":18},{"id":337,"createTime":18,"updateTime":18,"relativeEntities":368,"slug":18,"properties":369,"entityType":18,"verifyStatus":18,"verifyTime":18,"verifyNote":18,"languages":18,"translateLanguages":18,"viewCount":18,"url":18,"parentIds":371,"statistic":18},[],{"title":370},{"EN":342},[],{"title":373},{"EN":374},"Tien Van Pham",{"url":18,"publisher":376,"properties":389},{"id":6,"createTime":7,"updateTime":8,"relativeEntities":377,"slug":10,"properties":378,"entityType":16,"verifyStatus":17,"verifyTime":18,"verifyNote":18,"languages":18,"translateLanguages":18,"viewCount":19,"subjectFields":381,"manageAffiliations":382,"indexDatabases":383,"url":23,"thumbnailPath":18,"statistic":384,"gsStatistic":18,"type":41,"analyzePriority":18},[],{"issn":379,"title":380},{"VOID":13},{"VOID":15},[],[],[],{"impactFactor":19,"impactFactorByYear":385,"i10Index":28,"i10IndexLast5Year":28,"totalPublication":29,"totalPublicationByYear":386,"totalCitation":32,"totalCitationByYear":387,"totalCitationPerPublication":37,"totalCitationPerPublicationByYear":388,"hindexLast5Year":36,"hindex":36},{"2021":26,"2022":27,"2023":27},{"2018":28,"2020":31,"2021":28,"2022":31,"2024":28},{"2018":34,"2020":35,"2022":36},{"2018":34,"2020":39,"2022":40},{"issue":390,"pages":391,"volume":393},{"VOID":147},{"VOID":392},"79-89",{"VOID":394},"15",{"total":31,"publishYear":396,"statisticByYear":397},2021,{"2024":28},"2021-01-22","2026-07-29T21:23:23.540+00:00",[],[],{"id":403,"createTime":404,"updateTime":405,"relativeEntities":406,"slug":407,"properties":408,"entityType":63,"verifyStatus":64,"verifyTime":404,"verifyNote":66,"languages":416,"translateLanguages":18,"viewCount":19,"primaryUrl":417,"fullTextUrl":418,"authors":419,"publicationType":130,"publisherRelationship":475,"citationCount":496,"citationInfo":497,"publishDate":500,"publishYear":498,"citationAnalyzeStatus":17,"lastCitationAnalyze":501,"indexDatabases":502,"openAccess":18,"references":503,"isForceReanalyzing":159},"860a261c-7c5e-4fdf-b7fd-917517bde447","2024-12-25T14:29:09.810+00:00","2026-07-12T20:46:15.876+00:00",[],"Ph%C3%A2n-t%C3%ADch-dao-%C4%91%E1%BB%99ng-t%E1%BB%B1-do-c%E1%BB%A7a-d%E1%BA%A7m-FGM-Timoshenko-b%E1%BA%B1ng-ph%C6%B0%C6%A1ng-ph%C3%A1p-%C4%91%E1%BB%99-c%E1%BB%A9ng-%C4%91%E1%BB%99ng-l%E1%BB%B1c",{"title":409,"gsPaper":412,"abstract":414},{"EN":410,"VI":411},"FREE VIBRATION ANALYSIS OF FUNCTIONALLY GRADED TIMOSHENKO BEAM USING DYNAMIC STIFFNESS METHOD","Phân tích dao động tự do của dầm FGM Timoshenko bằng phương pháp độ cứng động lực",{"VOID":413},"[\"2322583301396031875\"]",{"EN":415},"In this paper, free vibration of a functionally graded material (FGM) beam is investigated based on the Timoshenko beam theory and dynamic stiffness method. Material properties vary continuously throughout the thickness direction according to the volume fraction constituent defined by power law function. First, a consistent theory of vibration is established for FGM Timoshenko beam taking into account the actual position of neutral axis that is a useful tool for analysis of coupled vibration in the beam. Then, frequency equation obtained provides an efficient method for free vibration analysis of FGM Timoshenko beam. The theoretical development has been illustrated and validated by numerical examples.\r\nKeywords: FGM; timoshenko beam; natural frequency; dynamic stiffness method;\r\nReceived: July 21th, 2016, revised: August 4th, 2016, accepted: October 13th, 2016",[68],"https:\u002F\u002Fstce.huce.edu.vn\u002Findex.php\u002Fen\u002Farticle\u002Fview\u002F290","https:\u002F\u002Fstce.huce.edu.vn\u002Findex.php\u002Fen\u002Farticle\u002Fdownload\u002F290\u002F637",[420,437,460],{"id":421,"sortIndex":19,"researcher":18,"roles":422,"affiliations":423,"properties":432,"displayName":434,"givenName":18,"familyName":18},"d05c37ba-4d8a-4492-91b6-fbefd93fc9cf",[],[424],{"id":425,"sortIndex":19,"affiliation":426,"properties":18},"6fc1b9ae-429e-4e09-9a4a-4091f6805e1f",{"id":425,"createTime":18,"updateTime":18,"relativeEntities":427,"slug":18,"properties":428,"entityType":18,"verifyStatus":18,"verifyTime":18,"verifyNote":18,"languages":18,"translateLanguages":18,"viewCount":18,"url":18,"parentIds":431,"statistic":18},[],{"title":429},{"EN":430},"Faculty of Building and Industrial Construction, National University of Civil Engineering (NUCE)",[],{"title":433,"gsAuthor":435},{"EN":434},"Tran Van Lien",{"VOID":436},"1I6w8DQAAAAJ",{"id":438,"sortIndex":28,"researcher":18,"roles":439,"affiliations":440,"properties":457,"displayName":459,"givenName":18,"familyName":18},"36657c04-f3ea-4565-8ed8-f64d15abccf6",[],[441],{"id":442,"sortIndex":19,"affiliation":443,"properties":455},"024ed882-494d-4250-a741-0b83da3ab5f8",{"id":442,"createTime":18,"updateTime":18,"relativeEntities":444,"slug":18,"properties":445,"entityType":18,"verifyStatus":18,"verifyTime":18,"verifyNote":18,"languages":18,"translateLanguages":18,"viewCount":18,"url":452,"parentIds":453,"statistic":18},[],{"title":446,"country":449,"abbreviation":450},{"EN":447,"VI":448},"Institute of Mechanics, Vietnam Academy of Science and Technology","Viện Cơ học, Viện Hàn lâm Khoa học và Công nghệ Việt Nam",{"VOID":192},{"VOID":451},"IMECH-VAST","https:\u002F\u002Fimech.ac.vn\u002F",[454],"5bf72910-eb8d-41eb-b358-ea294f24f765",{"title":456},{"EN":447},{"title":458},{"EN":459},"Nguyen Tien Khiem",{"id":461,"sortIndex":31,"researcher":18,"roles":462,"affiliations":463,"properties":472,"displayName":474,"givenName":18,"familyName":18},"5f59ece3-cba9-4985-b366-606739d358db",[],[464],{"id":465,"sortIndex":19,"affiliation":466,"properties":18},"504297e3-524a-4a87-84cd-58e42ed0e04c",{"id":465,"createTime":18,"updateTime":18,"relativeEntities":467,"slug":18,"properties":468,"entityType":18,"verifyStatus":18,"verifyTime":18,"verifyNote":18,"languages":18,"translateLanguages":18,"viewCount":18,"url":18,"parentIds":471,"statistic":18},[],{"title":469},{"EN":470},"Design Consultant and Investment of Construction - Ministry of Defense",[],{"title":473},{"EN":474},"Ngo Trong Duc",{"url":18,"publisher":476,"properties":489},{"id":6,"createTime":7,"updateTime":8,"relativeEntities":477,"slug":10,"properties":478,"entityType":16,"verifyStatus":17,"verifyTime":18,"verifyNote":18,"languages":18,"translateLanguages":18,"viewCount":19,"subjectFields":481,"manageAffiliations":482,"indexDatabases":483,"url":23,"thumbnailPath":18,"statistic":484,"gsStatistic":18,"type":41,"analyzePriority":18},[],{"issn":479,"title":480},{"VOID":13},{"VOID":15},[],[],[],{"impactFactor":19,"impactFactorByYear":485,"i10Index":28,"i10IndexLast5Year":28,"totalPublication":29,"totalPublicationByYear":486,"totalCitation":32,"totalCitationByYear":487,"totalCitationPerPublication":37,"totalCitationPerPublicationByYear":488,"hindexLast5Year":36,"hindex":36},{"2021":26,"2022":27,"2023":27},{"2018":28,"2020":31,"2021":28,"2022":31,"2024":28},{"2018":34,"2020":35,"2022":36},{"2018":34,"2020":39,"2022":40},{"issue":490,"pages":492,"volume":494},{"VOID":491},"5",{"VOID":493},"19-28",{"VOID":495},"10",9,{"total":496,"publishYear":498,"statisticByYear":499},2016,{},"2016-10-31","2026-07-12T20:46:15.875+00:00",[],[],{"id":505,"createTime":506,"updateTime":507,"relativeEntities":508,"slug":509,"properties":510,"entityType":63,"verifyStatus":64,"verifyTime":506,"verifyNote":66,"languages":519,"translateLanguages":18,"viewCount":19,"primaryUrl":520,"fullTextUrl":521,"authors":522,"publicationType":130,"publisherRelationship":569,"citationCount":31,"citationInfo":589,"publishDate":591,"publishYear":396,"citationAnalyzeStatus":17,"lastCitationAnalyze":592,"indexDatabases":593,"openAccess":18,"references":594,"isForceReanalyzing":159},"4695d3c9-58ad-4239-a14f-13002685d966","2024-12-25T23:16:00.828+00:00","2026-07-11T13:55:42.440+00:00",[],"Span-length-dependent-load-carrying-capacity-of-normal-concrete-HPFRC-beams",{"abstract":511,"title":513,"gsPaper":515,"doi":517},{"EN":512},"The dependence of load-carrying capacity on span length of beams, which contained a combination of normal strength concrete (NC) - High-performance fiber-reinforced concrete (HPFRC), was investigated in this study. The used HPFRC contained 1.0 vol.% long hooked blended with 0.5% short smooth fibers. Two types of span length were designed as 300 mm and 450 mm while dimensions of beam sections were identical with depth × width of 150 × 150 mm2. Each span included five types of partial structural materials as follows: Short 1 and Long 1 had no reinforcement with full of section using HPFRC, Short 2 and Long 2 had reinforcements with a full of section using HPFRC, Short 3 and Long 3 had reinforcements with a half of section using HPFRC at beam bottom, Short 4 and Long 4 had reinforcements with a third of section using HPFRC at beam bottom, Short 5 and Long 5 had reinforcements with a half of section using HPFRC at beam top. All beams were tested under three-point bending test. The shorter beam generally exhibited the greater load-carrying capacity than the long beam using same section type. The shear failure mode was dominant in case of the span\u002Fdepth ratio less than 3. The HPFRC located at bottom of beam created the more effectiveness for enhancement of load-carrying capacity and stiffness of the beam, in comparison with the HPFRC placed at top of beam. The most effective zone of beam for HPFRC strengthening was at extreme tension fiber.\r\nKeywords:\r\nhigh-performance; composite beam; shear failure; bending resistance; load-carrying capacity.",{"EN":514},"Span length-dependent load-carrying capacity of normal concrete - HPFRC beams",{"VOID":516},"[\"682993676630731425\"]",{"VOID":518},"10.31814\u002Fstce.nuce2021-15(2)-03",[68],"https:\u002F\u002Fstce.huce.edu.vn\u002Findex.php\u002Fen\u002Farticle\u002Fview\u002F1861","https:\u002F\u002Fstce.huce.edu.vn\u002Findex.php\u002Fen\u002Farticle\u002Fdownload\u002F1861\u002F1005",[523,536,553],{"id":524,"sortIndex":19,"researcher":18,"roles":525,"affiliations":526,"properties":533,"displayName":99,"givenName":18,"familyName":18},"ad2caca3-b812-454a-992b-61adda435313",[],[527],{"id":77,"sortIndex":19,"affiliation":528,"properties":18},{"id":77,"createTime":18,"updateTime":18,"relativeEntities":529,"slug":18,"properties":530,"entityType":18,"verifyStatus":18,"verifyTime":18,"verifyNote":18,"languages":18,"translateLanguages":18,"viewCount":18,"url":18,"parentIds":532,"statistic":18},[],{"title":531},{"EN":82},[],{"title":534,"gsAuthor":535},{"EN":99},{"VOID":101},{"id":537,"sortIndex":28,"researcher":18,"roles":538,"affiliations":539,"properties":548,"displayName":550,"givenName":18,"familyName":18},"bc93ab24-a1e8-42f7-92f8-bec9ee031118",[],[540],{"id":541,"sortIndex":19,"affiliation":542,"properties":18},"b5702d74-9a26-496c-a171-49f798f9ae9a",{"id":541,"createTime":18,"updateTime":18,"relativeEntities":543,"slug":18,"properties":544,"entityType":18,"verifyStatus":18,"verifyTime":18,"verifyNote":18,"languages":18,"translateLanguages":18,"viewCount":18,"url":18,"parentIds":547,"statistic":18},[],{"title":545},{"EN":546},"Faculty of Civil Engineering, Thuyloi University, 175 Tay Son street, Dong Da district, Hanoi, Vietnam",[],{"title":549,"gsAuthor":551},{"EN":550},"Tri-Thuong Ngo",{"VOID":552},"VGGP0nwAAAAJ",{"id":554,"sortIndex":31,"researcher":18,"roles":555,"affiliations":556,"properties":565,"displayName":567,"givenName":18,"familyName":18},"7871a0a0-4d7f-46d1-801a-d2658c050150",[],[557],{"id":558,"sortIndex":19,"affiliation":559,"properties":18},"dc47f6f5-4eaa-4304-b513-3210daef6cc7",{"id":558,"createTime":18,"updateTime":18,"relativeEntities":560,"slug":18,"properties":561,"entityType":18,"verifyStatus":18,"verifyTime":18,"verifyNote":18,"languages":18,"translateLanguages":18,"viewCount":18,"url":18,"parentIds":564,"statistic":18},[],{"title":562},{"EN":563},"Faculty of Civil Engineering, Ho Chi Minh City University of Transport, 02 Vo Oanh street, Binh Thanh district, Ho Chi Minh city, Vietnam",[],{"title":566,"gsAuthor":568},{"EN":567},"Ngoc-Thanh Tran",{"VOID":552},{"url":18,"publisher":570,"properties":583},{"id":6,"createTime":7,"updateTime":8,"relativeEntities":571,"slug":10,"properties":572,"entityType":16,"verifyStatus":17,"verifyTime":18,"verifyNote":18,"languages":18,"translateLanguages":18,"viewCount":19,"subjectFields":575,"manageAffiliations":576,"indexDatabases":577,"url":23,"thumbnailPath":18,"statistic":578,"gsStatistic":18,"type":41,"analyzePriority":18},[],{"issn":573,"title":574},{"VOID":13},{"VOID":15},[],[],[],{"impactFactor":19,"impactFactorByYear":579,"i10Index":28,"i10IndexLast5Year":28,"totalPublication":29,"totalPublicationByYear":580,"totalCitation":32,"totalCitationByYear":581,"totalCitationPerPublication":37,"totalCitationPerPublicationByYear":582,"hindexLast5Year":36,"hindex":36},{"2021":26,"2022":27,"2023":27},{"2018":28,"2020":31,"2021":28,"2022":31,"2024":28},{"2018":34,"2020":35,"2022":36},{"2018":34,"2020":39,"2022":40},{"issue":584,"pages":586,"volume":588},{"VOID":585},"2",{"VOID":587},"26-37",{"VOID":394},{"total":31,"publishYear":396,"statisticByYear":590},{"2024":31},"2021-04-27","2026-07-11T13:55:42.439+00:00",[],[],{"id":596,"createTime":597,"updateTime":598,"relativeEntities":599,"slug":600,"properties":601,"entityType":63,"verifyStatus":64,"verifyTime":612,"verifyNote":66,"languages":18,"translateLanguages":18,"viewCount":19,"primaryUrl":613,"fullTextUrl":614,"authors":615,"publicationType":130,"publisherRelationship":693,"citationCount":31,"citationInfo":713,"publishDate":715,"publishYear":308,"citationAnalyzeStatus":17,"lastCitationAnalyze":598,"indexDatabases":716,"openAccess":18,"references":18,"isForceReanalyzing":159},"98c7b96b-63a7-49e8-8e17-a35c2641a163","2024-02-19T08:27:25.915+00:00","2026-07-09T22:57:18.078+00:00",[],"Effect-of-spatial-variability-of-creep-rock-on-the-stability-of-a-deep-double-lined-drift",{"abstract":602,"title":604,"gsPaper":606,"keywords":608,"doi":610},{"EN":603},"This work aims at investigating the effect of aleatoric uncertainty of creep rock properties on the stability of an underground structure. This uncertainty relates to the spatial variability of the mechanical parameters representing the time-dependent behavior of geological rock formation due to the change in its mineralogy. The chosen methodology consists of representing the aleatoric uncertainty of rock properties by random fields, written as correlation functions with respect to the spatial correlation length. The adaptation of the well-known Expansion Optimal Linear Estimationmethod (EOLE) is performed to account for the cross-correlation of the random fields of the viscoplastic parameters of the host rock. Then, the Kriging-based reliability analysis is undertaken with respect to the discretized random fields, which allows elucidating the effect of spatial variability. As an application, the proposed approach is chosen to study the stability in the long-term of a deep double-lined drift within the geological disposal facilities (Cigeo project) conducted by the French National Radioactive Waste Management Agency (Andra). The drift will be excavated in Callovo-Oxfordian (COx) claystone (if the Cigeo project is licensed), considered as a potential host rock for the deep geological nuclear waste disposal in France. The results show that the chosen Kriging metamodel for the reliability analysis can be appropriate for the case of high correlation length represented by a moderate number of random variables (up to about 50) after the discretization of random fields. Further, the consideration of aleatoric uncertainty exhibits a lower probability of exceedance in comparison with the case where spatial variability is ignored. Still, more investigations need to be conducted in the future to conclude this observation.",{"EN":605},"Effect of spatial variability of creep rock on the stability of a deep double-lined drift",{"VOID":607},"6826669799177885250",{"EN":609},"spatial variability,aleatoric uncertainty,random field,EOLE,deep drift,viscoplastic behavior,Kriging-based reliability analysis",{"VOID":611},"10.31814\u002Fstce.huce(nuce)2022-16(3)-04","2024-12-23T17:10:52.971+00:00","https:\u002F\u002Fstce.huce.edu.vn\u002Findex.php\u002Fen\u002Farticle\u002Fview\u002F2264","https:\u002F\u002Fstce.huce.edu.vn\u002Findex.php\u002Fen\u002Farticle\u002Fdownload\u002F2264\u002F1227",[616,633,650,665,680],{"id":617,"sortIndex":19,"researcher":18,"roles":618,"affiliations":619,"properties":628,"displayName":630,"givenName":18,"familyName":18},"9f52b6e5-725f-467d-a759-559a56c7ffe4",[182],[620],{"id":621,"sortIndex":19,"affiliation":622,"properties":18},"471823e3-c394-4d0b-b7b2-29ec2813533e",{"id":621,"createTime":18,"updateTime":18,"relativeEntities":623,"slug":18,"properties":624,"entityType":18,"verifyStatus":18,"verifyTime":18,"verifyNote":18,"languages":18,"translateLanguages":18,"viewCount":18,"url":18,"parentIds":627,"statistic":18},[],{"title":625},{"VI":626},"Faculty of Engineering - Technology, Ha Tinh University, Cam Xuyen district, Ha Tinh province, Vietnam",[],{"title":629,"gsAuthor":631},{"VI":630},"Tran Ngoc Tuyen",{"VOID":632},"-ftMJ88AAAAJ",{"id":634,"sortIndex":28,"researcher":18,"roles":635,"affiliations":636,"properties":645,"displayName":647,"givenName":18,"familyName":18},"20f4b1fa-295d-4319-9e05-2b46a5227d53",[182],[637],{"id":638,"sortIndex":19,"affiliation":639,"properties":18},"0c222c0e-d2c9-4fe6-86d0-42ede6554135",{"id":638,"createTime":18,"updateTime":18,"relativeEntities":640,"slug":18,"properties":641,"entityType":18,"verifyStatus":18,"verifyTime":18,"verifyNote":18,"languages":18,"translateLanguages":18,"viewCount":18,"url":18,"parentIds":644,"statistic":18},[],{"title":642},{"VI":643},"Univ. Orléans, Univ. 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The different sizes, indicated by length\u002Fdiameter ratio, of steel-smooth fiber added in plain matrix (Pl) were as follows: 30\u002F0.3 for the macro (Ma), 19\u002F0.2 for the meso (Me) and 13\u002F0.2 for the micro fiber (Mi). All SFCs were used the same fiber volume fraction of 1.5%. The compressive specimen was cylinder-shaped with diameter × height of 150 × 200 mm, the tensile specimen was bell-shaped with effective dimensions of 25 × 50 × 100 mm (thickness × width × gauge length). Although the adding fibers in plain matrix of SFCs produced the tensile strain-hardening behaviors accompanied by multiple micro-cracks, the significances in enhancing different mechanical properties of the SFCs were different. Firstly, under both tension and compression, the macro fibers produced the best performance in terms of strength, strain capacity and toughness whereas the micro produced the worst of them. Secondly, the adding fibers in plain matrix produced more favorable influences on tensile properties than compressive properties. Thirdly, the most sensitive parameter was observed to be the tensile toughness. Finally, the correlation between tensile strength and compressive strength of the studied SFCs were also reported.\r\nKeywords:\r\naspect ratio; strain-hardening; post-cracking; ductility; fiber size.",{"EN":727},"Influence of fiber size on mechanical properties of strain-hardening fiber-reinforced concrete",{"VOID":729},"16132947073280818021",{"VOID":731},"10.31814\u002Fstce.nuce2020-14(3)-08","2025-01-08T15:37:08.251+00:00","https:\u002F\u002Fstce.huce.edu.vn\u002Findex.php\u002Fen\u002Farticle\u002Fview\u002F1749","https:\u002F\u002Fstce.huce.edu.vn\u002Findex.php\u002Fen\u002Farticle\u002Fdownload\u002F1749\u002F941",[736,752,768],{"id":737,"sortIndex":19,"researcher":18,"roles":738,"affiliations":739,"properties":748,"displayName":99,"givenName":18,"familyName":18},"1a112ef4-75c2-4cc6-9793-940bdeaa65d5",[182],[740],{"id":741,"sortIndex":19,"affiliation":742,"properties":18},"5fce2927-b475-4cc6-9e77-e9d1fa8bd801",{"id":741,"createTime":18,"updateTime":18,"relativeEntities":743,"slug":18,"properties":744,"entityType":18,"verifyStatus":18,"verifyTime":18,"verifyNote":18,"languages":18,"translateLanguages":18,"viewCount":18,"url":18,"parentIds":747,"statistic":18},[],{"title":745},{"VI":746},"Faculty of Civil Engineering, Ho Chi Minh City University of Technology and Education, 01 Vo Van Ngan street, Thu Duc district, Ho Chi Minh city, Vietnam",[],{"title":749,"gsAuthor":750},{"VI":99},{"VOID":751},"zxbA1CMAAAAJ",{"id":753,"sortIndex":28,"researcher":18,"roles":754,"affiliations":755,"properties":764,"displayName":766,"givenName":18,"familyName":18},"4f479432-fefc-4153-8fd9-40d594e8ef69",[182],[756],{"id":757,"sortIndex":19,"affiliation":758,"properties":18},"a96f31dc-467f-41c0-b2d7-a7cc004143af",{"id":757,"createTime":18,"updateTime":18,"relativeEntities":759,"slug":18,"properties":760,"entityType":18,"verifyStatus":18,"verifyTime":18,"verifyNote":18,"languages":18,"translateLanguages":18,"viewCount":18,"url":18,"parentIds":763,"statistic":18},[],{"title":761},{"VI":762},"Faculty of Civil Engineering, Campus in Ho Chi Minh City, University of Transport and Communications, No. 450-451 Le Van Viet street, District 9, Ho Chi Minh city, Vietnam",[],{"title":765,"gsAuthor":767},{"VI":766},"Thac-Quang Nguyen",{"VOID":101},{"id":769,"sortIndex":31,"researcher":18,"roles":770,"affiliations":771,"properties":778,"displayName":780,"givenName":18,"familyName":18},"c8f7ea0c-6250-40ba-8278-2b723a233010",[182],[772],{"id":741,"sortIndex":19,"affiliation":773,"properties":18},{"id":741,"createTime":18,"updateTime":18,"relativeEntities":774,"slug":18,"properties":775,"entityType":18,"verifyStatus":18,"verifyTime":18,"verifyNote":18,"languages":18,"translateLanguages":18,"viewCount":18,"url":18,"parentIds":777,"statistic":18},[],{"title":776},{"VI":746},[],{"title":779},{"VI":780},"Huynh-Tan-Tai Nguyen",{"url":733,"publisher":782,"properties":795},{"id":6,"createTime":7,"updateTime":8,"relativeEntities":783,"slug":10,"properties":784,"entityType":16,"verifyStatus":17,"verifyTime":18,"verifyNote":18,"languages":18,"translateLanguages":18,"viewCount":19,"subjectFields":787,"manageAffiliations":788,"indexDatabases":789,"url":23,"thumbnailPath":18,"statistic":790,"gsStatistic":18,"type":41,"analyzePriority":18},[],{"issn":785,"title":786},{"VOID":13},{"VOID":15},[],[],[],{"impactFactor":19,"impactFactorByYear":791,"i10Index":28,"i10IndexLast5Year":28,"totalPublication":29,"totalPublicationByYear":792,"totalCitation":32,"totalCitationByYear":793,"totalCitationPerPublication":37,"totalCitationPerPublicationByYear":794,"hindexLast5Year":36,"hindex":36},{"2021":26,"2022":27,"2023":27},{"2018":28,"2020":31,"2021":28,"2022":31,"2024":28},{"2018":34,"2020":35,"2022":36},{"2018":34,"2020":39,"2022":40},{"issue":796,"pages":797,"volume":799},{"VOID":709},{"VOID":798},"84-95",{"VOID":800},"14",{"total":29,"publishYear":802,"statisticByYear":803},2020,{},"2020-08-20","2026-02-02T11:59:46.249+00:00",[],{"id":808,"createTime":809,"updateTime":810,"relativeEntities":811,"slug":812,"properties":813,"entityType":63,"verifyStatus":64,"verifyTime":809,"verifyNote":66,"languages":824,"translateLanguages":18,"viewCount":19,"primaryUrl":825,"fullTextUrl":826,"authors":827,"publicationType":130,"publisherRelationship":858,"citationCount":878,"citationInfo":879,"publishDate":882,"publishYear":880,"citationAnalyzeStatus":17,"lastCitationAnalyze":810,"indexDatabases":883,"openAccess":18,"references":884,"isForceReanalyzing":159},"cfbb6915-c8a3-4861-ac2b-2db3889811de","2024-12-25T17:34:04.718+00:00","2026-02-01T01:15:14.302+00:00",[],"T%E1%BB%90I-%C6%AFU-TR%E1%BB%8CNG-L%C6%AF%E1%BB%A2NG-D%E1%BA%A6M-FGM-B%E1%BA%B0NG-THU%E1%BA%ACT-GI%E1%BA%A2I-TI%E1%BA%BEN-H%C3%93A-VI-PH%C3%82N-C%E1%BA%A2I-TI%E1%BA%BEN",{"abstract":814,"title":817,"gsPaper":820,"doi":822},{"VI":815,"EN":816},"Bài báo giới thiệu một cách tiếp cận số cho bài toán tối ưu trọng lượng dầm FGM với ràng buộc về tần số dao động riêng. Phương pháp phần tử hữu hạn dựa trên lý thuyết biến dạng trượt bậc nhất được áp dụng để phân tích dao động riêng của dầm. Luật phân bố bốn tham số và năm tham số được sử dụng để mô tả phân bố thể tích của các vật liệu thành phần trong dầm theo phương chiều cao dầm. Mục tiêu là tối ưu chiều cao dầm và phân bố vật liệu trong dầm để dầm đạt trọng lượng tối thiểu trong khi đảm bảo tần số dao động riêng cơ bản lớn hơn một giá trị cho trước. Một thuật giải tiến hóa vi phân cải tiến được xây dựng nhằm giải hiệu quả bài toán tối ưu có ràng buộc trên. Hiệu quả của phương pháp đề xuất được minh họa thông qua hai ví dụ số.","In this article, an efficient numerical approach for weight optimisation of functionally graded (FG) beams in the presence of frequency constraints is presented. For the analysis purpose, a finite element (FE) solution based on the first order shear deformation theory (FSDT) is established to analyse the free vibration behaviour of FG beams. A four-parameter power law distribution and a five-parameter trigonometric distribution are used to describe the volume fraction of material constituents in the thickness direction. The goal is to tailor the thickness and material distribution for minimising the weight of FG beams while constraining the fundamental frequency to be greater than a prescribed value. The constrained optimisation problem is effectively solved by a novel differential evolution (DE) algorithm. The validity and efficiency of the proposed approach is demonstrated through two numerical examples corresponding to the four-parameter distribution and the five-parameter distribution.Keywords: FGM beam; lightweight design; frequency constraint; differential evolution.",{"EN":818,"VI":819},"Weight optimisation of functionally graded beams using modified differential evolution","TỐI ƯU TRỌNG LƯỢNG DẦM FGM BẰNG THUẬT GIẢI TIẾN HÓA VI PHÂN CẢI TIẾN",{"VOID":821},"[\"6761888976162493111\"]",{"VOID":823},"10.31814\u002Fstce.nuce2019-13(2)-05",[68],"https:\u002F\u002Fstce.huce.edu.vn\u002Findex.php\u002Fen\u002Farticle\u002Fview\u002F1317","https:\u002F\u002Fstce.huce.edu.vn\u002Findex.php\u002Fen\u002Farticle\u002Fdownload\u002F1317\u002F765",[828,843],{"id":829,"sortIndex":19,"researcher":18,"roles":830,"affiliations":831,"properties":838,"displayName":840,"givenName":18,"familyName":18},"2ae738f5-f0ce-4fb7-b780-b8e2c2e6c5a1",[],[832],{"id":337,"sortIndex":19,"affiliation":833,"properties":18},{"id":337,"createTime":18,"updateTime":18,"relativeEntities":834,"slug":18,"properties":835,"entityType":18,"verifyStatus":18,"verifyTime":18,"verifyNote":18,"languages":18,"translateLanguages":18,"viewCount":18,"url":18,"parentIds":837,"statistic":18},[],{"title":836},{"EN":342},[],{"title":839,"gsAuthor":841},{"EN":840},"Pham Hoang Anh",{"VOID":842},"1JdcGeMAAAAJ",{"id":844,"sortIndex":28,"researcher":18,"roles":845,"affiliations":846,"properties":853,"displayName":855,"givenName":18,"familyName":18},"62f4e059-4c07-454d-8e0d-f58091d80db5",[],[847],{"id":337,"sortIndex":19,"affiliation":848,"properties":18},{"id":337,"createTime":18,"updateTime":18,"relativeEntities":849,"slug":18,"properties":850,"entityType":18,"verifyStatus":18,"verifyTime":18,"verifyNote":18,"languages":18,"translateLanguages":18,"viewCount":18,"url":18,"parentIds":852,"statistic":18},[],{"title":851},{"EN":342},[],{"title":854,"gsAuthor":856},{"EN":855},"Tran Thuy Duong",{"VOID":857},"mnAvjogAAAAJ",{"url":18,"publisher":859,"properties":872},{"id":6,"createTime":7,"updateTime":8,"relativeEntities":860,"slug":10,"properties":861,"entityType":16,"verifyStatus":17,"verifyTime":18,"verifyNote":18,"languages":18,"translateLanguages":18,"viewCount":19,"subjectFields":864,"manageAffiliations":865,"indexDatabases":866,"url":23,"thumbnailPath":18,"statistic":867,"gsStatistic":18,"type":41,"analyzePriority":18},[],{"issn":862,"title":863},{"VOID":13},{"VOID":15},[],[],[],{"impactFactor":19,"impactFactorByYear":868,"i10Index":28,"i10IndexLast5Year":28,"totalPublication":29,"totalPublicationByYear":869,"totalCitation":32,"totalCitationByYear":870,"totalCitationPerPublication":37,"totalCitationPerPublicationByYear":871,"hindexLast5Year":36,"hindex":36},{"2021":26,"2022":27,"2023":27},{"2018":28,"2020":31,"2021":28,"2022":31,"2024":28},{"2018":34,"2020":35,"2022":36},{"2018":34,"2020":39,"2022":40},{"issue":873,"pages":874,"volume":876},{"VOID":585},{"VOID":875},"48-63",{"VOID":877},"13",10,{"total":878,"publishYear":880,"statisticByYear":881},2019,{"2019":28,"2020":36,"2021":28,"2022":31,"2024":31},"2019-04-30",[],[],{"id":886,"createTime":887,"updateTime":888,"relativeEntities":889,"slug":890,"properties":891,"entityType":63,"verifyStatus":64,"verifyTime":887,"verifyNote":66,"languages":900,"translateLanguages":18,"viewCount":19,"primaryUrl":901,"fullTextUrl":902,"authors":903,"publicationType":130,"publisherRelationship":960,"citationCount":19,"citationInfo":979,"publishDate":981,"publishYear":802,"citationAnalyzeStatus":17,"lastCitationAnalyze":982,"indexDatabases":983,"openAccess":18,"references":984,"isForceReanalyzing":159},"24b0d94f-010c-4921-a309-eec6691dc539","2024-12-25T17:34:00.256+00:00","2026-02-01T01:15:14.294+00:00",[],"Optimization-of-steel-moment-frames-with-panel-zone-design-using-an-adaptive-differential-evolution",{"abstract":892,"title":894,"gsPaper":896,"doi":898},{"EN":893},"Optimization of steel moment frames has been widely studied in the literature without considering shear deformation of panel-zones which is well-known to decrease the load-carrying capacity and increase the drift of structures. In this paper, a robust method for optimizing steel moment frames is developed in which the panel-zone design is considered by using doubler plates. The objective function is the total cost of beams, columns, and panel-zone reinforcement. The strength and serviceability constraints are evaluated by using a direct design method to capture the nonlinear inelastic behaviors of the structure. An adaptive differential evolution algorithm is developed for this optimization problem. The new algorithm is featured by a self-adaptive mutation strategy based on the p-best method to enhance the balance between global and local searches. A five-bay five-story steel moment frame subjected to several load combinations is studied to demonstrate the efficiency of the proposed method. The numerical results also show that panel-zone design should be included in the optimization process to yield more reasonable optimum designs.\r\nKeywords:\r\ndirect design; differential evolution; optimization; panel-zone; steel frame.",{"EN":895},"Optimization of steel moment frames with panel-zone design using an adaptive differential evolution",{"VOID":897},"[\"16888994047980217267\"]",{"VOID":899},"10.31814\u002Fstce.nuce2020-14(2)-06",[68],"https:\u002F\u002Fstce.huce.edu.vn\u002Findex.php\u002Fen\u002Farticle\u002Fview\u002F1633","https:\u002F\u002Fstce.huce.edu.vn\u002Findex.php\u002Fen\u002Farticle\u002Fdownload\u002F1633\u002F895",[904,919,932,945],{"id":905,"sortIndex":19,"researcher":18,"roles":906,"affiliations":907,"properties":914,"displayName":916,"givenName":18,"familyName":18},"8fa8b45e-b0c3-4782-a31e-d867378b7e84",[],[908],{"id":541,"sortIndex":19,"affiliation":909,"properties":18},{"id":541,"createTime":18,"updateTime":18,"relativeEntities":910,"slug":18,"properties":911,"entityType":18,"verifyStatus":18,"verifyTime":18,"verifyNote":18,"languages":18,"translateLanguages":18,"viewCount":18,"url":18,"parentIds":913,"statistic":18},[],{"title":912},{"EN":546},[],{"title":915,"gsAuthor":917},{"EN":916},"Viet-Hung Truong",{"VOID":918},"_JyCmWoAAAAJ",{"id":920,"sortIndex":28,"researcher":18,"roles":921,"affiliations":922,"properties":929,"displayName":931,"givenName":18,"familyName":18},"e98bf760-9ae9-48e3-a1a0-fbefcf78545e",[],[923],{"id":337,"sortIndex":19,"affiliation":924,"properties":18},{"id":337,"createTime":18,"updateTime":18,"relativeEntities":925,"slug":18,"properties":926,"entityType":18,"verifyStatus":18,"verifyTime":18,"verifyNote":18,"languages":18,"translateLanguages":18,"viewCount":18,"url":18,"parentIds":928,"statistic":18},[],{"title":927},{"EN":342},[],{"title":930},{"EN":931},"Ha Manh Hung",{"id":933,"sortIndex":31,"researcher":18,"roles":934,"affiliations":935,"properties":942,"displayName":840,"givenName":18,"familyName":18},"d917a2d6-db8b-4d73-8650-7c3e22c9b371",[],[936],{"id":337,"sortIndex":19,"affiliation":937,"properties":18},{"id":337,"createTime":18,"updateTime":18,"relativeEntities":938,"slug":18,"properties":939,"entityType":18,"verifyStatus":18,"verifyTime":18,"verifyNote":18,"languages":18,"translateLanguages":18,"viewCount":18,"url":18,"parentIds":941,"statistic":18},[],{"title":940},{"EN":342},[],{"title":943,"gsAuthor":944},{"EN":840},{"VOID":842},{"id":946,"sortIndex":36,"researcher":18,"roles":947,"affiliations":948,"properties":957,"displayName":959,"givenName":18,"familyName":18},"688a8c37-dfe2-49af-8d1f-95b9385a6e29",[],[949],{"id":950,"sortIndex":19,"affiliation":951,"properties":18},"342e530d-b35c-4b69-afe8-bc3bb05a9f61",{"id":950,"createTime":18,"updateTime":18,"relativeEntities":952,"slug":18,"properties":953,"entityType":18,"verifyStatus":18,"verifyTime":18,"verifyNote":18,"languages":18,"translateLanguages":18,"viewCount":18,"url":18,"parentIds":956,"statistic":18},[],{"title":954},{"EN":955},"Department of Construction Engineering and Management, Ho Chi Minh City University of Technology, Vietnam National University - HCMC, 268 Ly Thuong Kiet Street, District 10, Ho Chi Minh City, Vietnam",[],{"title":958},{"EN":959},"Tran Duc Hoc",{"url":18,"publisher":961,"properties":974},{"id":6,"createTime":7,"updateTime":8,"relativeEntities":962,"slug":10,"properties":963,"entityType":16,"verifyStatus":17,"verifyTime":18,"verifyNote":18,"languages":18,"translateLanguages":18,"viewCount":19,"subjectFields":966,"manageAffiliations":967,"indexDatabases":968,"url":23,"thumbnailPath":18,"statistic":969,"gsStatistic":18,"type":41,"analyzePriority":18},[],{"issn":964,"title":965},{"VOID":13},{"VOID":15},[],[],[],{"impactFactor":19,"impactFactorByYear":970,"i10Index":28,"i10IndexLast5Year":28,"totalPublication":29,"totalPublicationByYear":971,"totalCitation":32,"totalCitationByYear":972,"totalCitationPerPublication":37,"totalCitationPerPublicationByYear":973,"hindexLast5Year":36,"hindex":36},{"2021":26,"2022":27,"2023":27},{"2018":28,"2020":31,"2021":28,"2022":31,"2024":28},{"2018":34,"2020":35,"2022":36},{"2018":34,"2020":39,"2022":40},{"issue":975,"pages":976,"volume":978},{"VOID":585},{"VOID":977},"65-75",{"VOID":800},{"total":19,"publishYear":802,"statisticByYear":980},{},"2020-04-17","2026-02-01T01:15:14.293+00:00",[],[],{"id":986,"createTime":987,"updateTime":988,"relativeEntities":989,"slug":990,"properties":991,"entityType":63,"verifyStatus":64,"verifyTime":1002,"verifyNote":66,"languages":1003,"translateLanguages":18,"viewCount":19,"primaryUrl":1004,"fullTextUrl":1005,"authors":1006,"publicationType":130,"publisherRelationship":1032,"citationCount":19,"citationInfo":1051,"publishDate":1053,"publishYear":153,"citationAnalyzeStatus":17,"lastCitationAnalyze":988,"indexDatabases":1054,"openAccess":18,"references":1055,"isForceReanalyzing":159},"51d607c6-1e07-4b6e-ac43-544b7e2c0746","2024-10-03T17:34:41.582+00:00","2026-01-31T03:37:58.402+00:00",[],"Effects-of-cement-paste-viscosity-on-the-properties-of-lightweight-expanded-polystyrene-concrete",{"abstract":992,"title":994,"gsPaper":996,"keywords":998,"doi":1000},{"EN":993},"Lightweight expanded polystyrene concrete (EPS-C) offers several advantages, including low density, sound resistance, and good thermal insulation. These characteristics are contributed by the use of expanded polystyrene (EPS) with a closed cellular structure, which is non-absorbent, hydrophobic, and low-density (around 6.9 kg\u002Fm³). Since EPS is much lighter than cement paste, the viscosity of the paste plays an important role indirectly affecting segregation and the properties of EPS-C mixtures. This paper presents the experimental results of the viscosity and its influence of cement paste on both the segregation of the concrete mixture and thecompressive strength of EPS-C. The research revealed that a viscosity of cement paste below 50 mPa.s resultsin segregation of the concrete mixture. As the viscosity increases, the degree of segregation decreases. However, when the viscosity exceeds 180 mPa.s, using a viscosity-modifying admixture becomes a good solution to prevent segregation in EPS-C mixtures. Therefore, the optimal viscosity range for the binder paste to ensure the concrete mixture does not segregate is between 50 and 180 mPa.s.",{"EN":995},"Effects of cement paste viscosity on the properties of lightweight expanded polystyrene concrete",{"VOID":997},"5063254312000275242",{"EN":999},"workability,density,viscosity,compressive strength,segregation,lightweight concrete,expanded polystyrene concrete (EPS-C),viscosity modifying admixture (VMA)",{"VOID":1001},"10.31814\u002Fstce.huce2024-18(3)-02","2024-10-03T17:34:41.579+00:00",[68],"https:\u002F\u002Fstce.huce.edu.vn\u002Findex.php\u002Fen\u002Farticle\u002Fview\u002F3083","https:\u002F\u002Fstce.huce.edu.vn\u002Findex.php\u002Fen\u002Farticle\u002Fdownload\u002F3083\u002F1501",[1007,1020],{"id":1008,"sortIndex":19,"researcher":18,"roles":1009,"affiliations":1010,"properties":1017,"displayName":211,"givenName":18,"familyName":18},"35062044-0640-49b9-9e5a-eee9a163d69d",[],[1011],{"id":202,"sortIndex":19,"affiliation":1012,"properties":18},{"id":202,"createTime":18,"updateTime":18,"relativeEntities":1013,"slug":18,"properties":1014,"entityType":18,"verifyStatus":18,"verifyTime":18,"verifyNote":18,"languages":18,"translateLanguages":18,"viewCount":18,"url":18,"parentIds":1016,"statistic":18},[],{"title":1015},{"VI":207},[],{"title":1018,"gsAuthor":1019},{"EN":211},{"VOID":213},{"id":1021,"sortIndex":28,"researcher":18,"roles":1022,"affiliations":1023,"properties":1030,"displayName":240,"givenName":18,"familyName":18},"13154e31-1a1f-4082-b7ba-051ff1ef3c22",[],[1024],{"id":202,"sortIndex":19,"affiliation":1025,"properties":18},{"id":202,"createTime":18,"updateTime":18,"relativeEntities":1026,"slug":18,"properties":1027,"entityType":18,"verifyStatus":18,"verifyTime":18,"verifyNote":18,"languages":18,"translateLanguages":18,"viewCount":18,"url":18,"parentIds":1029,"statistic":18},[],{"title":1028},{"VI":207},[],{"title":1031},{"EN":240},{"url":18,"publisher":1033,"properties":1046},{"id":6,"createTime":7,"updateTime":8,"relativeEntities":1034,"slug":10,"properties":1035,"entityType":16,"verifyStatus":17,"verifyTime":18,"verifyNote":18,"languages":18,"translateLanguages":18,"viewCount":19,"subjectFields":1038,"manageAffiliations":1039,"indexDatabases":1040,"url":23,"thumbnailPath":18,"statistic":1041,"gsStatistic":18,"type":41,"analyzePriority":18},[],{"issn":1036,"title":1037},{"VOID":13},{"VOID":15},[],[],[],{"impactFactor":19,"impactFactorByYear":1042,"i10Index":28,"i10IndexLast5Year":28,"totalPublication":29,"totalPublicationByYear":1043,"totalCitation":32,"totalCitationByYear":1044,"totalCitationPerPublication":37,"totalCitationPerPublicationByYear":1045,"hindexLast5Year":36,"hindex":36},{"2021":26,"2022":27,"2023":27},{"2018":28,"2020":31,"2021":28,"2022":31,"2024":28},{"2018":34,"2020":35,"2022":36},{"2018":34,"2020":39,"2022":40},{"issue":1047,"pages":1048,"volume":1050},{"VOID":709},{"VOID":1049},"19–29",{"VOID":151},{"total":19,"publishYear":153,"statisticByYear":1052},{},"2024-09-25",[],[]]