Uncertainties in seismic demand and structural capacity create a conservatism in acceptance criteria of structural performance levels. The existing conservatism will be reduced and the design will ...
抗震需求和结构承载力的不确定性使结构性能水平的接受标准趋于保守。现有的保守性将会降低，设计将会……
{"title":"Numerical study of reliability index of structures rehabilitated with steel shear wall","authors":"Mahdiye Maddahi, M. Gerami, H. Naderpour","doi":"10.1680/jstbu.20.00305","DOIUrl":"https://doi.org/10.1680/jstbu.20.00305","url":null,"abstract":"Uncertainties in seismic demand and structural capacity create a conservatism in acceptance criteria of structural performance levels. The existing conservatism will be reduced and the design will ...","PeriodicalId":54570,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Structures and Buildings","volume":null,"pages":null},"PeriodicalIF":1.6,"publicationDate":"2021-08-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"74450555","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Finite-element models of one-way spanning reinforced concrete slabs strengthened with carbon-fibre-reinforced polymer strips were constructed and analysed. The slabs, which had different-sized open...
建立并分析了碳纤维增强聚合物条加固单向跨钢筋混凝土板的有限元模型。石板的开口大小不一……
{"title":"Non-linear analysis of one-way concrete slabs with carbon-fibre-reinforced-polymer strips","authors":"N. Kaya, Ö. Anıl","doi":"10.1680/jstbu.19.00002","DOIUrl":"https://doi.org/10.1680/jstbu.19.00002","url":null,"abstract":"Finite-element models of one-way spanning reinforced concrete slabs strengthened with carbon-fibre-reinforced polymer strips were constructed and analysed. The slabs, which had different-sized open...","PeriodicalId":54570,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Structures and Buildings","volume":null,"pages":null},"PeriodicalIF":1.6,"publicationDate":"2021-08-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"82880140","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
A passive shape-memory-alloy–rubber-bearing isolator has been developed for seismic protection of offshore jacket platforms. Mathematical modelling of an offshore jacket platform subjected to earth...
{"title":"A passive shape-memory-alloy–rubber-bearing seismic isolator for offshore platforms","authors":"S. Rajbanshi, D. Das","doi":"10.1680/jstbu.20.00225","DOIUrl":"https://doi.org/10.1680/jstbu.20.00225","url":null,"abstract":"A passive shape-memory-alloy–rubber-bearing isolator has been developed for seismic protection of offshore jacket platforms. Mathematical modelling of an offshore jacket platform subjected to earth...","PeriodicalId":54570,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Structures and Buildings","volume":null,"pages":null},"PeriodicalIF":1.6,"publicationDate":"2021-08-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"84762229","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Ming Lin, Xiaodong Liu, Haiqing Yin, Tian Yinghui, Jibin Gao, Wei-Tzuo Lin, Liu Mengyuan
The Hong Kong–Zhuhai–Macao Bridge has a total length of 55 km. One of the greatest technical challenges is an immersed tunnel section stretching over 5.664 km and consisting of 33 prefabricated uni...
{"title":"Semi-rigid system for immersed tunnel","authors":"Ming Lin, Xiaodong Liu, Haiqing Yin, Tian Yinghui, Jibin Gao, Wei-Tzuo Lin, Liu Mengyuan","doi":"10.1680/jstbu.21.00010","DOIUrl":"https://doi.org/10.1680/jstbu.21.00010","url":null,"abstract":"The Hong Kong–Zhuhai–Macao Bridge has a total length of 55 km. One of the greatest technical challenges is an immersed tunnel section stretching over 5.664 km and consisting of 33 prefabricated uni...","PeriodicalId":54570,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Structures and Buildings","volume":null,"pages":null},"PeriodicalIF":1.6,"publicationDate":"2021-08-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"81451653","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
M. Tavakol, Hassan HajiKazemi, Niloofar Rajabzadeh-Safaei, A. Masoodi
A study was undertaken on the influence of shape memory alloy reinforcement on the non-linear static and dynamic responses of hollow-section concrete columns to earthquakes. The seismic performance...
研究了形状记忆合金配筋对空心截面混凝土柱在地震作用下的非线性静动力响应的影响。抗震性能…
{"title":"Influence of shape memory alloy on seismic behaviour of hollow-section concrete columns","authors":"M. Tavakol, Hassan HajiKazemi, Niloofar Rajabzadeh-Safaei, A. Masoodi","doi":"10.1680/jstbu.20.00209","DOIUrl":"https://doi.org/10.1680/jstbu.20.00209","url":null,"abstract":"A study was undertaken on the influence of shape memory alloy reinforcement on the non-linear static and dynamic responses of hollow-section concrete columns to earthquakes. The seismic performance...","PeriodicalId":54570,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Structures and Buildings","volume":null,"pages":null},"PeriodicalIF":1.6,"publicationDate":"2021-08-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"89851502","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
The paper presents the effect of carbon plate-length on the deflection and ultimate moment of resistance of a prestressed flexural member. Numerical and experimental results are also included. Thre...
本文研究了碳板长度对预应力受弯构件挠度和极限阻力矩的影响。文中还包括数值和实验结果。3个…
{"title":"Flexural behavior of prestressed reinforced concrete beams strengthened with carbon plate","authors":"P. Jelušič","doi":"10.1680/jstbu.21.00006","DOIUrl":"https://doi.org/10.1680/jstbu.21.00006","url":null,"abstract":"The paper presents the effect of carbon plate-length on the deflection and ultimate moment of resistance of a prestressed flexural member. Numerical and experimental results are also included. Thre...","PeriodicalId":54570,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Structures and Buildings","volume":null,"pages":null},"PeriodicalIF":1.6,"publicationDate":"2021-08-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"84348614","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Torsional strengthening of reinforced concrete hollow beam using stainless steel wire mesh","authors":"S. Raiyani, P. Patel","doi":"10.1680/jstbu.20.00126","DOIUrl":"https://doi.org/10.1680/jstbu.20.00126","url":null,"abstract":"","PeriodicalId":54570,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Structures and Buildings","volume":null,"pages":null},"PeriodicalIF":1.6,"publicationDate":"2021-08-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"76927773","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Vibration control of an irregular structure using single and multiple tuned mass dampers","authors":"I. Khan, M. Usman, M. Tanveer","doi":"10.1680/jstbu.21.00011","DOIUrl":"https://doi.org/10.1680/jstbu.21.00011","url":null,"abstract":"","PeriodicalId":54570,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Structures and Buildings","volume":null,"pages":null},"PeriodicalIF":1.6,"publicationDate":"2021-08-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"77703107","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Shaking table test and investigation of rocking effect in a high-rise isolated structure","authors":"Hao Xu, Wenfu He, Wenguang Liu, Kun Ye, Chong Ren","doi":"10.1680/jstbu.20.00268","DOIUrl":"https://doi.org/10.1680/jstbu.20.00268","url":null,"abstract":"","PeriodicalId":54570,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Structures and Buildings","volume":null,"pages":null},"PeriodicalIF":1.6,"publicationDate":"2021-08-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"77212413","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
A. N. Ali, Hamdy M. Afefy, Nesreen M. Kassem, S. Taher
A reinforced concrete beam with a recess is an example of a non-prismatic beam, which develops stress concentrations at the corner of the recess owing to the abrupt change in its depth. This entail...
{"title":"Behaviour of reinforced concrete beams having recesses in tension and compression sides","authors":"A. N. Ali, Hamdy M. Afefy, Nesreen M. Kassem, S. Taher","doi":"10.1680/JSTBU.19.00239","DOIUrl":"https://doi.org/10.1680/JSTBU.19.00239","url":null,"abstract":"A reinforced concrete beam with a recess is an example of a non-prismatic beam, which develops stress concentrations at the corner of the recess owing to the abrupt change in its depth. This entail...","PeriodicalId":54570,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Structures and Buildings","volume":null,"pages":null},"PeriodicalIF":1.6,"publicationDate":"2021-04-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"74250218","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
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