Behaviour of Steel Structures in Seismic Areas最新文献

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Serviceability and stress control in seismic design of steel structures 钢结构抗震设计中的适用性与应力控制
Behaviour of Steel Structures in Seismic Areas Pub Date : 2021-07-07 DOI: 10.1201/9781003211198-42
B. Calderoni, A. D. Martino
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引用次数: 0
Earthquake resistance of frames with unsymmetric bolted connections 非对称螺栓连接框架的抗震性能
Behaviour of Steel Structures in Seismic Areas Pub Date : 2021-07-07 DOI: 10.1201/9781003211198-76
D. Beg, P. Skuber, Č. Remec
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引用次数: 0
Inelastic seismic analysis of eccentrically loaded steel bridge piers 偏心加载钢桥墩的非弹性地震分析
Behaviour of Steel Structures in Seismic Areas Pub Date : 2021-07-07 DOI: 10.1201/9781003211198-73
T. Usami, Q. Y. Liu
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引用次数: 0
Modeling of cracking and local buckling in steel frames by using plastic hinges with damage 基于损伤塑性铰的钢架开裂和局部屈曲建模
Behaviour of Steel Structures in Seismic Areas Pub Date : 2021-07-07 DOI: 10.1201/9781003211198-5
P. Inglessis, S. Medina, A. López, J. Flórez-López
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引用次数: 0
Influence of brace slenderness on the seismic response of concentrically braced steel frames 支撑细细对同心支撑钢框架地震反应的影响
Behaviour of Steel Structures in Seismic Areas Pub Date : 2021-07-07 DOI: 10.1201/9781003211198-72
R. Tremblay
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引用次数: 3
Relating ground motion spectral information to structural deformation demands 将地面运动频谱信息与结构变形需求联系起来
Behaviour of Steel Structures in Seismic Areas Pub Date : 2021-07-07 DOI: 10.1201/9781003211198-94
A. Gupta, H. Krawinkler
{"title":"Relating ground motion spectral information to structural deformation demands","authors":"A. Gupta, H. Krawinkler","doi":"10.1201/9781003211198-94","DOIUrl":"https://doi.org/10.1201/9781003211198-94","url":null,"abstract":"","PeriodicalId":291234,"journal":{"name":"Behaviour of Steel Structures in Seismic Areas","volume":"4 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-07-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"132049423","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: 0
Experimental studies on cyclic behaviour modes of base-plate connections 底板连接循环行为模态试验研究
Behaviour of Steel Structures in Seismic Areas Pub Date : 2021-07-07 DOI: 10.1201/9781003211198-15
S. Ádány, L. Calado, L. Dunai
{"title":"Experimental studies on cyclic behaviour modes of base-plate connections","authors":"S. Ádány, L. Calado, L. Dunai","doi":"10.1201/9781003211198-15","DOIUrl":"https://doi.org/10.1201/9781003211198-15","url":null,"abstract":"","PeriodicalId":291234,"journal":{"name":"Behaviour of Steel Structures in Seismic Areas","volume":"16 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-07-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"132444771","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
Influence of strain-rate on the behaviour of steel members 应变速率对钢构件性能的影响
Behaviour of Steel Structures in Seismic Areas Pub Date : 2021-07-07 DOI: 10.1201/9781003211198-4
V. Gioncu
{"title":"Influence of strain-rate on the behaviour of steel members","authors":"V. Gioncu","doi":"10.1201/9781003211198-4","DOIUrl":"https://doi.org/10.1201/9781003211198-4","url":null,"abstract":"","PeriodicalId":291234,"journal":{"name":"Behaviour of Steel Structures in Seismic Areas","volume":"37 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-07-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"128547362","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
Cyclic behaviour of bolted T-stubs: Experimental analysis and modelling 螺栓t型桩的循环性能:实验分析和建模
Behaviour of Steel Structures in Seismic Areas Pub Date : 2021-07-07 DOI: 10.1201/9781003211198-26
C. Faella, V. Piluso, G. Rizzano
{"title":"Cyclic behaviour of bolted T-stubs: Experimental analysis and modelling","authors":"C. Faella, V. Piluso, G. Rizzano","doi":"10.1201/9781003211198-26","DOIUrl":"https://doi.org/10.1201/9781003211198-26","url":null,"abstract":"","PeriodicalId":291234,"journal":{"name":"Behaviour of Steel Structures in Seismic Areas","volume":"12 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-07-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"129881601","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: 0
Seismic redesign of steel frames by local insertion of dissipating devices 通过局部插入耗散装置对钢框架进行抗震设计
Behaviour of Steel Structures in Seismic Areas Pub Date : 2000-08-01 DOI: 10.1201/9781003211198-57
M. Mulas, M. Archelaschi, Juan Martinez-Rueda
{"title":"Seismic redesign of steel frames by local insertion of dissipating devices","authors":"M. Mulas, M. Archelaschi, Juan Martinez-Rueda","doi":"10.1201/9781003211198-57","DOIUrl":"https://doi.org/10.1201/9781003211198-57","url":null,"abstract":"The possibility of extending to steel moment resisting frames a retrofitting technique, previously developed for RC structures, is investigated in this work. This technique is based on the incorpo¬ration of energy dissipating devices around the regions where inelastic behaviour due to a strong earthquake is expected. This extension, however, is not straightforward, due to the deeply different nonlinear behaviour of steel and RC members under cyclic flexure. Therefore, in a first step, a numerically efficient analytical beam model has been developed, to represent the nonlinear behaviour of the devices, and has been implemented in the computer code STEFAN for the nonlinear analysis of steel plane frames, which adopts realistic models for both beam elements and joint panel zones. Secondly, making use of the code STEFAN, an 8-story, 5-bay frame, designed according to Eurocodes 3 and 8 prescriptions, has been analysed, both in its original and redesigned state. The results of the nonlinear analyses confirm the positive effects of dissipating devices for the case at study.","PeriodicalId":291234,"journal":{"name":"Behaviour of Steel Structures in Seismic Areas","volume":"340 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2000-08-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"121608809","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: 0
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