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Journal of Structural Engineering-asce最新文献

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Detecting Stress Changes and Damage in Full-Size Concrete T-Beam and Slab with Ultrasonic Coda Waves 超声尾波检测大尺寸混凝土t梁、板应力变化及损伤
Journal of Structural Engineering-asce Pub Date : 2021-09-01 DOI: 10.1061/(ASCE)ST.1943-541X.0003090
Hanwan Jiang, H. Zhan, Jinquan Zhang, R. Jiang, Chenxu Zhuang, Ping Fan
{"title":"Detecting Stress Changes and Damage in Full-Size Concrete T-Beam and Slab with Ultrasonic Coda Waves","authors":"Hanwan Jiang, H. Zhan, Jinquan Zhang, R. Jiang, Chenxu Zhuang, Ping Fan","doi":"10.1061/(ASCE)ST.1943-541X.0003090","DOIUrl":"https://doi.org/10.1061/(ASCE)ST.1943-541X.0003090","url":null,"abstract":"AbstractThis article describes the use of coda wave measurements in a network of transducers for detecting stress changes and damage in large concrete structures. The applicability of the presented...","PeriodicalId":17068,"journal":{"name":"Journal of Structural Engineering-asce","volume":"30 3 1","pages":"04021140"},"PeriodicalIF":0.0,"publicationDate":"2021-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"91235459","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
Parametric Collapse Performance of Low-Ductility Concentrically Braced Frames with Reserve Capacity 具有备用容量的低延性同心支撑框架的参数破坏性能
Journal of Structural Engineering-asce Pub Date : 2021-08-01 DOI: 10.1061/(ASCE)ST.1943-541X.0003047
C. Bradley, E. Hines, L. Fahnestock
{"title":"Parametric Collapse Performance of Low-Ductility Concentrically Braced Frames with Reserve Capacity","authors":"C. Bradley, E. Hines, L. Fahnestock","doi":"10.1061/(ASCE)ST.1943-541X.0003047","DOIUrl":"https://doi.org/10.1061/(ASCE)ST.1943-541X.0003047","url":null,"abstract":"AbstractIn moderate-seismic regions, cost-effective steel building design solutions such as the R=3 and ordinary concentrically braced frame (OCBF) systems do not consistently provide reliable life...","PeriodicalId":17068,"journal":{"name":"Journal of Structural Engineering-asce","volume":"26 1","pages":"04021116"},"PeriodicalIF":0.0,"publicationDate":"2021-08-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"82480656","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: 2
Probabilistic Calibration of Stress-Strain Models for Confined Normal-Strength Concrete 约束标准强度混凝土应力-应变模型的概率校正
Journal of Structural Engineering-asce Pub Date : 2021-08-01 DOI: 10.1061/(ASCE)ST.1943-541X.0003092
Bo Yu, C. Qin, Boxiong Tao, Bing Li
{"title":"Probabilistic Calibration of Stress-Strain Models for Confined Normal-Strength Concrete","authors":"Bo Yu, C. Qin, Boxiong Tao, Bing Li","doi":"10.1061/(ASCE)ST.1943-541X.0003092","DOIUrl":"https://doi.org/10.1061/(ASCE)ST.1943-541X.0003092","url":null,"abstract":"AbstractA probabilistic calibration for traditional deterministic stress-strain models of square confined concrete columns was conducted based on the proposed probabilistic stress-strain model and ...","PeriodicalId":17068,"journal":{"name":"Journal of Structural Engineering-asce","volume":"90 21","pages":"04021117"},"PeriodicalIF":0.0,"publicationDate":"2021-08-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"91403409","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
Stability of Single-Bolted Thin-Walled Steel Angle Members with Stochastic Imperfections 随机缺陷单螺栓薄壁角钢构件的稳定性
Journal of Structural Engineering-asce Pub Date : 2021-08-01 DOI: 10.1061/(ASCE)ST.1943-541X.0003061
Z. Fasoulakis, D. Vamvatsikos, V. Papadopoulos
{"title":"Stability of Single-Bolted Thin-Walled Steel Angle Members with Stochastic Imperfections","authors":"Z. Fasoulakis, D. Vamvatsikos, V. Papadopoulos","doi":"10.1061/(ASCE)ST.1943-541X.0003061","DOIUrl":"https://doi.org/10.1061/(ASCE)ST.1943-541X.0003061","url":null,"abstract":"AbstractThe focus of this paper is on the probabilistic estimation of the buckling capacity of single-bolted members from plain or lipped angle sections with stochastic geometric imperfections. A j...","PeriodicalId":17068,"journal":{"name":"Journal of Structural Engineering-asce","volume":"42 1","pages":"04021108"},"PeriodicalIF":0.0,"publicationDate":"2021-08-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"77396125","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
Gradual Crushing of Steel Reinforced HPFRCC Beams: Experiments and Simulations 钢增强HPFRCC梁的逐渐破碎:实验与模拟
Journal of Structural Engineering-asce Pub Date : 2021-08-01 DOI: 10.1061/(ASCE)ST.1943-541X.0003080
Y. Shao, C. Hung, S. Billington
{"title":"Gradual Crushing of Steel Reinforced HPFRCC Beams: Experiments and Simulations","authors":"Y. Shao, C. Hung, S. Billington","doi":"10.1061/(ASCE)ST.1943-541X.0003080","DOIUrl":"https://doi.org/10.1061/(ASCE)ST.1943-541X.0003080","url":null,"abstract":"AbstractWhile the tensile performance of high-performance fiber-reinforced cementitious composites (HPFRCC) has been extensively studied, the crushing behavior is less understood. Notably, crushing...","PeriodicalId":17068,"journal":{"name":"Journal of Structural Engineering-asce","volume":"8 1","pages":"04021114"},"PeriodicalIF":0.0,"publicationDate":"2021-08-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"89914384","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
Static Load Test on the Progressive Collapse Resistance of Precast Concrete Frame Substructure during and after High Temperature 高温和高温后预制混凝土框架下部结构抗连续倒塌静载试验
Journal of Structural Engineering-asce Pub Date : 2021-08-01 DOI: 10.1061/(ASCE)ST.1943-541X.0003072
Yun Zhou, Jianbo Yang, Zhengsheng Wang, H. Hwang, Yuan Huang, Lu Deng, W. Yi
{"title":"Static Load Test on the Progressive Collapse Resistance of Precast Concrete Frame Substructure during and after High Temperature","authors":"Yun Zhou, Jianbo Yang, Zhengsheng Wang, H. Hwang, Yuan Huang, Lu Deng, W. Yi","doi":"10.1061/(ASCE)ST.1943-541X.0003072","DOIUrl":"https://doi.org/10.1061/(ASCE)ST.1943-541X.0003072","url":null,"abstract":"AbstractWith the recent increased use of precast concrete (PC) structures, their progressive collapse resistance under hazardous conditions, such as explosion and fire, has become a great concern f...","PeriodicalId":17068,"journal":{"name":"Journal of Structural Engineering-asce","volume":"112 1","pages":"04021110"},"PeriodicalIF":0.0,"publicationDate":"2021-08-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"82244199","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: 10
Chord Sidewall Failure of RHS X-Joints in Compression and Associated Design Recommendations RHS x形节点受压弦侧壁破坏及相关设计建议
Journal of Structural Engineering-asce Pub Date : 2021-08-01 DOI: 10.1061/(ASCE)ST.1943-541X.0003068
Seon-Hu Kim, Cheol-Ho Lee
{"title":"Chord Sidewall Failure of RHS X-Joints in Compression and Associated Design Recommendations","authors":"Seon-Hu Kim, Cheol-Ho Lee","doi":"10.1061/(ASCE)ST.1943-541X.0003068","DOIUrl":"https://doi.org/10.1061/(ASCE)ST.1943-541X.0003068","url":null,"abstract":"AbstractIn this study, the behavior of rectangular hollow-section (RHS) X-joints in compression is investigated, with a focus on the failure mode of chord sidewall failure, which is more likely to ...","PeriodicalId":17068,"journal":{"name":"Journal of Structural Engineering-asce","volume":"4 1","pages":"04021111"},"PeriodicalIF":0.0,"publicationDate":"2021-08-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"85984761","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
Fire-Resistance Mechanism and Residual Bearing Capacity of Prestressed Concrete Beams after Fire Exposure 预应力混凝土梁火灾后的耐火机理及剩余承载力
Journal of Structural Engineering-asce Pub Date : 2021-08-01 DOI: 10.1061/(ASCE)ST.1943-541X.0003070
Y. Yu, Hang Zhenyuan, Wei Zhao, Zhao Xiaohua
{"title":"Fire-Resistance Mechanism and Residual Bearing Capacity of Prestressed Concrete Beams after Fire Exposure","authors":"Y. Yu, Hang Zhenyuan, Wei Zhao, Zhao Xiaohua","doi":"10.1061/(ASCE)ST.1943-541X.0003070","DOIUrl":"https://doi.org/10.1061/(ASCE)ST.1943-541X.0003070","url":null,"abstract":"AbstractThe fire resistance and residual bearing capacity of prestressed concrete (PC) beams after fire exposure are very important to the safety of engineering applications. This study performed e...","PeriodicalId":17068,"journal":{"name":"Journal of Structural Engineering-asce","volume":"162 ","pages":"04021109"},"PeriodicalIF":0.0,"publicationDate":"2021-08-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"91520203","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
Behavior and Design of Steel-Concrete Composite Columns Subjected to Combined Axial Compression and Biaxial Moment 钢-混凝土组合柱在轴压和双轴弯矩联合作用下的性能与设计
Journal of Structural Engineering-asce Pub Date : 2021-08-01 DOI: 10.1061/(ASCE)ST.1943-541X.0003071
A. Behnam, M. Denavit
{"title":"Behavior and Design of Steel-Concrete Composite Columns Subjected to Combined Axial Compression and Biaxial Moment","authors":"A. Behnam, M. Denavit","doi":"10.1061/(ASCE)ST.1943-541X.0003071","DOIUrl":"https://doi.org/10.1061/(ASCE)ST.1943-541X.0003071","url":null,"abstract":"AbstractSteel-concrete composite columns are strong and efficient structural members. However, their strength is not consistently recognized within design standards. In particular, current provisio...","PeriodicalId":17068,"journal":{"name":"Journal of Structural Engineering-asce","volume":"89 1","pages":"04021113"},"PeriodicalIF":0.0,"publicationDate":"2021-08-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"83442219","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
Use of Natural Fiber and Recyclable Materials for Spacers in Typical Space Truss Connections 在典型空间桁架连接中使用天然纤维和可回收材料作为垫片
Journal of Structural Engineering-asce Pub Date : 2021-08-01 DOI: 10.1061/(ASCE)ST.1943-541X.0003018
Welington V Silva, L. M. Bezerra, C. A. Freitas, J. Bonilla, Ramon Silva
{"title":"Use of Natural Fiber and Recyclable Materials for Spacers in Typical Space Truss Connections","authors":"Welington V Silva, L. M. Bezerra, C. A. Freitas, J. Bonilla, Ramon Silva","doi":"10.1061/(ASCE)ST.1943-541X.0003018","DOIUrl":"https://doi.org/10.1061/(ASCE)ST.1943-541X.0003018","url":null,"abstract":"AbstractSpace trusses are extensively used to construct large free spans in roofs. In many countries, connections in such space trusses are made with tubes linked by typical space-truss connections...","PeriodicalId":17068,"journal":{"name":"Journal of Structural Engineering-asce","volume":"303 1","pages":"04021112"},"PeriodicalIF":0.0,"publicationDate":"2021-08-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"77777811","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
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