Soil structure interaction may affect significantly the seismic vulnerability of systems with several mechanisms that depend on the mutual effects of the soil properties and the structural characte...
土-结构相互作用对体系的地震易损性有重要的影响，其机制取决于土质和结构特征的相互作用。
{"title":"Fragility assessment of seismic isolated bridges with soil-structure interaction (SSI) effects","authors":"D. Forcellini","doi":"10.1680/jbren.21.00026","DOIUrl":"https://doi.org/10.1680/jbren.21.00026","url":null,"abstract":"Soil structure interaction may affect significantly the seismic vulnerability of systems with several mechanisms that depend on the mutual effects of the soil properties and the structural characte...","PeriodicalId":44437,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Bridge Engineering","volume":"43 1","pages":""},"PeriodicalIF":1.0,"publicationDate":"2021-09-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"84334827","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}
{"title":"Reliability Analysis of Residual Service Life of Restored Concrete Bridge","authors":"Y. Zhuang, S. Easa, P. Lu","doi":"10.1680/jbren.21.00032","DOIUrl":"https://doi.org/10.1680/jbren.21.00032","url":null,"abstract":"","PeriodicalId":44437,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Bridge Engineering","volume":"31 1","pages":""},"PeriodicalIF":1.0,"publicationDate":"2021-09-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"73891034","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}
{"title":"Scour Guidance supporting bridge resilience","authors":"M. Roca, Amanda Kitchen, A. Kirby, M. Escarameia","doi":"10.1680/jbren.21.00053","DOIUrl":"https://doi.org/10.1680/jbren.21.00053","url":null,"abstract":"","PeriodicalId":44437,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Bridge Engineering","volume":"12 1","pages":""},"PeriodicalIF":1.0,"publicationDate":"2021-09-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"74291145","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}
Zhang Kexin, Liu Dachao, Qi Tianyu, Xu Xingwei, Li Yanfeng
{"title":"Study on the Construction Monitoring of Cable Replacement Maintenance: A Case Study","authors":"Zhang Kexin, Liu Dachao, Qi Tianyu, Xu Xingwei, Li Yanfeng","doi":"10.1680/jbren.21.00017","DOIUrl":"https://doi.org/10.1680/jbren.21.00017","url":null,"abstract":"","PeriodicalId":44437,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Bridge Engineering","volume":"12 1","pages":""},"PeriodicalIF":1.0,"publicationDate":"2021-09-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"88784623","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}
The River Dee Bridge is a 270m long concrete box girder constructed as part of the Aberdeen Western Peripheral Scheme. The detailed design commenced in 2014, with construction finishing in late 201...
{"title":"Design of the River Dee Bridge, Aberdeen, UK","authors":"J. Sandberg, Louisa S. Man, David A. Smith","doi":"10.1680/jbren.21.00021","DOIUrl":"https://doi.org/10.1680/jbren.21.00021","url":null,"abstract":"The River Dee Bridge is a 270m long concrete box girder constructed as part of the Aberdeen Western Peripheral Scheme. The detailed design commenced in 2014, with construction finishing in late 201...","PeriodicalId":44437,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Bridge Engineering","volume":"25 1","pages":""},"PeriodicalIF":1.0,"publicationDate":"2021-07-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"74484559","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}
J. Sandberg, David Bishop, Louisa S. Man, D. A. Smith
This paper sets out the challenges from the perspective of the designer associated with the construction of the River Dee bridge built by the balanced cantilever method. The importance of managing ...
本文从设计师的角度阐述了平衡悬臂法建造迪河大桥所面临的挑战。管理的重要性…
{"title":"Design Challenges resulting from the construction of the River Dee Bridge, Aberdeen, UK","authors":"J. Sandberg, David Bishop, Louisa S. Man, D. A. Smith","doi":"10.1680/jbren.21.00022","DOIUrl":"https://doi.org/10.1680/jbren.21.00022","url":null,"abstract":"This paper sets out the challenges from the perspective of the designer associated with the construction of the River Dee bridge built by the balanced cantilever method. The importance of managing ...","PeriodicalId":44437,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Bridge Engineering","volume":"99 1","pages":""},"PeriodicalIF":1.0,"publicationDate":"2021-07-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"86094385","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}
K. Kumbhojkar, M. Shrimali, S. D. Bharti, T. K. Datta
The performance of integral bridges subjected to a multi-component earthquake is not thoroughly investigated. Herein, the responses of an integral bridge subjected to three-component far and near f...
整体桥梁在多分量地震作用下的性能研究并不深入。本文研究了三分量远、近f作用下整桥的响应。
{"title":"Behaviour of the integral bridge under multi-component earthquakes","authors":"K. Kumbhojkar, M. Shrimali, S. D. Bharti, T. K. Datta","doi":"10.1680/jbren.21.00048","DOIUrl":"https://doi.org/10.1680/jbren.21.00048","url":null,"abstract":"The performance of integral bridges subjected to a multi-component earthquake is not thoroughly investigated. Herein, the responses of an integral bridge subjected to three-component far and near f...","PeriodicalId":44437,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Bridge Engineering","volume":"8 1","pages":""},"PeriodicalIF":1.0,"publicationDate":"2021-07-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"78478615","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}
This paper introduces a finite-element (FE) investigation into the response of integral abutment bridges (IABs) to seismic loading in the longitudinal direction. An example multi-span reinforced co...
本文采用有限元方法研究了整体式桥台桥梁在纵向地震荷载作用下的响应。以多跨钢筋混凝土为例。
{"title":"Longitudinal seismic response of integral abutment bridges","authors":"M. Abdel-Fattah, T. Abdel-Fattah","doi":"10.1680/JBREN.20.00051","DOIUrl":"https://doi.org/10.1680/JBREN.20.00051","url":null,"abstract":"This paper introduces a finite-element (FE) investigation into the response of integral abutment bridges (IABs) to seismic loading in the longitudinal direction. An example multi-span reinforced co...","PeriodicalId":44437,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Bridge Engineering","volume":"1 1","pages":""},"PeriodicalIF":1.0,"publicationDate":"2021-07-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"90168725","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}
The embedded pile-cap design in the Hong Kong–Zhuhai–Macao Bridge project meant that prefabricated pier shafts and pile caps had to be installed under water. This posed a host of daunting construct...
港珠澳大桥采用内嵌式承台设计，预制墩轴和承台必须安装在水下。这提出了许多令人生畏的构想。
{"title":"Methods used to construct underwater pile caps on the Hong Kong–Zhuhai–Macao Bridge","authors":"M. Fang, Lizhi Yu, Yu Tan","doi":"10.1680/jbren.19.00013","DOIUrl":"https://doi.org/10.1680/jbren.19.00013","url":null,"abstract":"The embedded pile-cap design in the Hong Kong–Zhuhai–Macao Bridge project meant that prefabricated pier shafts and pile caps had to be installed under water. This posed a host of daunting construct...","PeriodicalId":44437,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Bridge Engineering","volume":"36 4","pages":""},"PeriodicalIF":1.0,"publicationDate":"2021-02-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/jbren.19.00013","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"72368757","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}
D. Nepomuceno, G. Webb, J. Bennetts, T. Tryfonas, P. J. Vardanega
During bridge design and assessment, the effects of thermal actions are accounted for by means of a uniform temperature variation and temperature difference components. The uniform temperature vari...
在桥梁设计和评估中，热作用的影响是通过均匀温度变化和温差分量来考虑的。均匀的温度变化…
{"title":"Thermal Monitoring of a Concrete Bridge in London, UK","authors":"D. Nepomuceno, G. Webb, J. Bennetts, T. Tryfonas, P. J. Vardanega","doi":"10.1680/JBREN.20.00012","DOIUrl":"https://doi.org/10.1680/JBREN.20.00012","url":null,"abstract":"During bridge design and assessment, the effects of thermal actions are accounted for by means of a uniform temperature variation and temperature difference components. The uniform temperature vari...","PeriodicalId":44437,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Bridge Engineering","volume":"49 1","pages":""},"PeriodicalIF":1.0,"publicationDate":"2020-10-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"81116017","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}
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