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Journal of Structural Engineering-asce最新文献

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Behavior of Steel Moment Frames Using Top-and-Seat Angle Connections under Various Column-Removal Scenarios 采用顶座角连接的钢弯矩框架在各种拆柱方案下的性能
Journal of Structural Engineering-asce Pub Date : 2021-10-01 DOI: 10.1061/(ASCE)ST.1943-541X.0003089
Kai Qian, X. Lan, Zhi Li, F. Fu
{"title":"Behavior of Steel Moment Frames Using Top-and-Seat Angle Connections under Various Column-Removal Scenarios","authors":"Kai Qian, X. Lan, Zhi Li, F. Fu","doi":"10.1061/(ASCE)ST.1943-541X.0003089","DOIUrl":"https://doi.org/10.1061/(ASCE)ST.1943-541X.0003089","url":null,"abstract":"AbstractTop-and-seat angle connections are a conventional type of steel moment connection. However, their capacity in accommodating columns loss is rarely studied. In this study, five multistory st...","PeriodicalId":17068,"journal":{"name":"Journal of Structural Engineering-asce","volume":"6 1","pages":"04021144"},"PeriodicalIF":0.0,"publicationDate":"2021-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"74101067","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 7
Slender RC Columns Strengthened with a Novel Hybrid Strengthening System of External Longitudinal and Transverse FRPs 外纵、横向frp复合加固细长钢筋混凝土柱
Journal of Structural Engineering-asce Pub Date : 2021-10-01 DOI: 10.1061/(ASCE)ST.1943-541X.0003142
Koosha Khorramian, P. Sadeghian
{"title":"Slender RC Columns Strengthened with a Novel Hybrid Strengthening System of External Longitudinal and Transverse FRPs","authors":"Koosha Khorramian, P. Sadeghian","doi":"10.1061/(ASCE)ST.1943-541X.0003142","DOIUrl":"https://doi.org/10.1061/(ASCE)ST.1943-541X.0003142","url":null,"abstract":"AbstractIn this study, the performance of slender circular concrete columns strengthened with a novel hybrid system of longitudinally bonded prefabricated fiber-reinforced polymer (FRP) laminates a...","PeriodicalId":17068,"journal":{"name":"Journal of Structural Engineering-asce","volume":"147 1","pages":"04021154"},"PeriodicalIF":0.0,"publicationDate":"2021-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"78045963","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 4
Iterative and Simplified Sandwich Beam Theory for Partially Composite Concrete Sandwich Wall Panels 部分组合混凝土夹层墙板夹层梁的迭代简化理论
Journal of Structural Engineering-asce Pub Date : 2021-10-01 DOI: 10.1061/(ASCE)ST.1943-541X.0003116
Salam Al-Rubaye, Taylor J. Sorensen, Marc Maguire
{"title":"Iterative and Simplified Sandwich Beam Theory for Partially Composite Concrete Sandwich Wall Panels","authors":"Salam Al-Rubaye, Taylor J. Sorensen, Marc Maguire","doi":"10.1061/(ASCE)ST.1943-541X.0003116","DOIUrl":"https://doi.org/10.1061/(ASCE)ST.1943-541X.0003116","url":null,"abstract":"AbstractThis paper presents an iterative sandwich beam theory (ISBT) and a simplified version suitable for the design termed simplified sandwich beam theory (SSBT) used to predict the elastic mecha...","PeriodicalId":17068,"journal":{"name":"Journal of Structural Engineering-asce","volume":"33 1","pages":"04021143"},"PeriodicalIF":0.0,"publicationDate":"2021-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"77693061","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 1
Unified Theoretical Model for Axially Loaded Concrete-Filled Steel Tube Stub Columns with Different Cross-Sectional Shapes 不同截面形状钢管混凝土短柱轴向荷载统一理论模型
Journal of Structural Engineering-asce Pub Date : 2021-10-01 DOI: 10.1061/(ASCE)ST.1943-541X.0003150
Siqi Lin, Yan-Gang Zhao, Zhao-Hui Lu, Xi-Feng Yan
{"title":"Unified Theoretical Model for Axially Loaded Concrete-Filled Steel Tube Stub Columns with Different Cross-Sectional Shapes","authors":"Siqi Lin, Yan-Gang Zhao, Zhao-Hui Lu, Xi-Feng Yan","doi":"10.1061/(ASCE)ST.1943-541X.0003150","DOIUrl":"https://doi.org/10.1061/(ASCE)ST.1943-541X.0003150","url":null,"abstract":"AbstractThe existing theoretical models for the analysis of concrete-filled steel tube (CFST) columns are mainly limited to circular specimens. This paper is aimed at developing a unified theoretic...","PeriodicalId":17068,"journal":{"name":"Journal of Structural Engineering-asce","volume":"12 1","pages":"04021159"},"PeriodicalIF":0.0,"publicationDate":"2021-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"72732523","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 18
Stiffness Modifiers to Support the Seismic Design of Reinforced Concrete Rectangular Columns 支持钢筋混凝土矩形柱抗震设计的刚度调节剂
Journal of Structural Engineering-asce Pub Date : 2021-10-01 DOI: 10.1061/(ASCE)ST.1943-541X.0003123
J. Restrepo, Mario E. Rodriguez
{"title":"Stiffness Modifiers to Support the Seismic Design of Reinforced Concrete Rectangular Columns","authors":"J. Restrepo, Mario E. Rodriguez","doi":"10.1061/(ASCE)ST.1943-541X.0003123","DOIUrl":"https://doi.org/10.1061/(ASCE)ST.1943-541X.0003123","url":null,"abstract":"AbstractStiffness modifiers are used in linear structural analysis programs to recognize the low-strain amplitude nonlinear material stress–strain response and support the design of reinforced conc...","PeriodicalId":17068,"journal":{"name":"Journal of Structural Engineering-asce","volume":"49 1","pages":"04021161"},"PeriodicalIF":0.0,"publicationDate":"2021-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"89806921","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 3
In-Plane Shear Cyclic Performance of Spline Cross-Laminated Timber-Concrete Composite Diaphragms 样条交叉层合木-混凝土组合隔板的面内剪切循环性能
Journal of Structural Engineering-asce Pub Date : 2021-10-01 DOI: 10.1061/(ASCE)ST.1943-541X.0003127
Bradly Taylor, A. Barbosa, Arijit Sinha
{"title":"In-Plane Shear Cyclic Performance of Spline Cross-Laminated Timber-Concrete Composite Diaphragms","authors":"Bradly Taylor, A. Barbosa, Arijit Sinha","doi":"10.1061/(ASCE)ST.1943-541X.0003127","DOIUrl":"https://doi.org/10.1061/(ASCE)ST.1943-541X.0003127","url":null,"abstract":"AbstractOver the past decade, cross-laminated timber (CLT) panels have gained popularity worldwide. To achieve larger spans and to increase the resistance to diaphragm seismic and wind forces to be...","PeriodicalId":17068,"journal":{"name":"Journal of Structural Engineering-asce","volume":"5 1","pages":"04021148"},"PeriodicalIF":0.0,"publicationDate":"2021-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"87824763","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 3
Probabilistic Seismic Response and Capacity Models of Piles for Statewide Bridges in California 加州州桥桩的概率地震反应与承载力模型
Journal of Structural Engineering-asce Pub Date : 2021-09-01 DOI: 10.1061/(ASCE)ST.1943-541X.0003085
Yazhou Xie, Q. Zheng, C. Roblee, C. Yang, J. Padgett, R. DesRoches
{"title":"Probabilistic Seismic Response and Capacity Models of Piles for Statewide Bridges in California","authors":"Yazhou Xie, Q. Zheng, C. Roblee, C. Yang, J. Padgett, R. DesRoches","doi":"10.1061/(ASCE)ST.1943-541X.0003085","DOIUrl":"https://doi.org/10.1061/(ASCE)ST.1943-541X.0003085","url":null,"abstract":"AbstractThis study develops the probabilistic seismic response and capacity models for the broad collection of standard pile designs that are routinely incorporated into bridges in California. A re...","PeriodicalId":17068,"journal":{"name":"Journal of Structural Engineering-asce","volume":"2 1","pages":"04021127"},"PeriodicalIF":0.0,"publicationDate":"2021-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"79244627","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 4
Comparative Study on Seismic Fragility Assessment of Self-Centering Energy-Absorbing Dual Rocking Core versus Buckling Restrained Braced Systems under Mainshock–Aftershock Sequences 主余震序列下自定心吸能双摇芯与屈曲约束支撑体系地震易损性评价比较研究
Journal of Structural Engineering-asce Pub Date : 2021-09-01 DOI: 10.1061/(ASCE)ST.1943-541X.0003082
Shuanglin Hu, Wei Wang, M. Alam
{"title":"Comparative Study on Seismic Fragility Assessment of Self-Centering Energy-Absorbing Dual Rocking Core versus Buckling Restrained Braced Systems under Mainshock–Aftershock Sequences","authors":"Shuanglin Hu, Wei Wang, M. Alam","doi":"10.1061/(ASCE)ST.1943-541X.0003082","DOIUrl":"https://doi.org/10.1061/(ASCE)ST.1943-541X.0003082","url":null,"abstract":"AbstractA strong mainshock may cause several aftershocks within a short interval. These aftershocks can make buildings damaged during the mainshock more vulnerable to collapse. Hence, it is critica...","PeriodicalId":17068,"journal":{"name":"Journal of Structural Engineering-asce","volume":"s3-49 1","pages":"04021124"},"PeriodicalIF":0.0,"publicationDate":"2021-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"90842820","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 19
Earthquake and Postearthquake Fire Testing of a Midrise Cold-Formed Steel-Framed Building. II: Shear Wall Behavior and Design Implications 某中高层冷弯型钢结构建筑地震及震后防火试验。II:剪力墙的性能和设计意义
Journal of Structural Engineering-asce Pub Date : 2021-09-01 DOI: 10.1061/(ASCE)ST.1943-541X.0003098
Xiang Wang, T. Hutchinson
{"title":"Earthquake and Postearthquake Fire Testing of a Midrise Cold-Formed Steel-Framed Building. II: Shear Wall Behavior and Design Implications","authors":"Xiang Wang, T. Hutchinson","doi":"10.1061/(ASCE)ST.1943-541X.0003098","DOIUrl":"https://doi.org/10.1061/(ASCE)ST.1943-541X.0003098","url":null,"abstract":"AbstractComplementing a companion paper that summarizes the building global response and physical damage of a midrise cold-formed steel (CFS) framed building during an earthquake and postearthquake...","PeriodicalId":17068,"journal":{"name":"Journal of Structural Engineering-asce","volume":"68 1","pages":"04021126"},"PeriodicalIF":0.0,"publicationDate":"2021-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"80334052","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 6
A Review of Developments and Challenges for UHPC in Structural Engineering: Behavior, Analysis, and Design UHPC在结构工程中的发展与挑战:行为、分析与设计
Journal of Structural Engineering-asce Pub Date : 2021-09-01 DOI: 10.1061/(ASCE)ST.1943-541X.0003073
C. Hung, S. El-Tawil, S. Chao
{"title":"A Review of Developments and Challenges for UHPC in Structural Engineering: Behavior, Analysis, and Design","authors":"C. Hung, S. El-Tawil, S. Chao","doi":"10.1061/(ASCE)ST.1943-541X.0003073","DOIUrl":"https://doi.org/10.1061/(ASCE)ST.1943-541X.0003073","url":null,"abstract":"AbstractThe number of studies on ultrahigh-performance concrete (UHPC) or ultrahigh-performance fiber-reinforced concrete (UHP-FRC) for more resilient and sustainable reinforced concrete (RC) struc...","PeriodicalId":17068,"journal":{"name":"Journal of Structural Engineering-asce","volume":"21 1","pages":"03121001"},"PeriodicalIF":0.0,"publicationDate":"2021-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"89796730","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 82
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