{"title":"Improving vehicle’s seismic safety by equipping railway bridges with FPB and misalignment control device","authors":"Zhibin Jin, Ke Chen, Jinzhe He","doi":"10.1186/s43251-022-00055-0","DOIUrl":"https://doi.org/10.1186/s43251-022-00055-0","url":null,"abstract":"","PeriodicalId":72082,"journal":{"name":"Advances in bridge engineering","volume":" ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2022-06-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"43708104","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. Shen, S. Wan, Yingbo Zhu, Debao Lyu, Zhiqiang Wu
{"title":"A softened membrane model for single-box multi-cell composite box-girders with corrugated steel webs under pure torsion","authors":"K. Shen, S. Wan, Yingbo Zhu, Debao Lyu, Zhiqiang Wu","doi":"10.1186/s43251-022-00052-3","DOIUrl":"https://doi.org/10.1186/s43251-022-00052-3","url":null,"abstract":"","PeriodicalId":72082,"journal":{"name":"Advances in bridge engineering","volume":" 25","pages":""},"PeriodicalIF":0.0,"publicationDate":"2022-03-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"41252473","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":"Aerodynamic loads and bridge responses under train passage: case study of an overpass steel box-girder cable-stayed bridge","authors":"Ziqi Liu, Xun Zhang, Tao Chen, Yuyi Liu, Bin Lu","doi":"10.1186/s43251-021-00051-w","DOIUrl":"https://doi.org/10.1186/s43251-021-00051-w","url":null,"abstract":"","PeriodicalId":72082,"journal":{"name":"Advances in bridge engineering","volume":" ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2022-01-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"48100371","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}
Shuai Li, Hedayati Dezfuli Farshad, Jing Quan Wang, M Shahria Alam
{"title":"Utilizing a new self-centering hysteresis model to assess the seismic vulnerability of a long-span cable-stayed bridge equipped with SMA wire-based roller bearings.","authors":"Shuai Li, Hedayati Dezfuli Farshad, Jing Quan Wang, M Shahria Alam","doi":"10.1186/s43251-022-00064-z","DOIUrl":"https://doi.org/10.1186/s43251-022-00064-z","url":null,"abstract":"<p><p>A novel shape memory alloy wires-based smart roller bearing (SMA-RBs) has been developed and its cyclic behavior under reverse cyclic loadings has been experimentally investigated. However, its efficacy and performance in enhancing the seismic performance of bridge structures have not been well understood and proven. A new self-centering hysteresis model for SMA-RBs has been proposed to properly simulate their hysteretic behavior, which has been experimentally validated through a pseudo-static test. A methodology is proposed to determine the four damage states of SMA-RB (i.e. slight, moderate, extensive, and collapse) considering the contribution of SMA wires. The smart SMA-RBs are utilized for a cable-stayed bridge in China. The vulnerability of two reference bridges, i.e. the floating system (FS) and rigid system (RS), and one isolated bridge equipped with SMA-RBs (SMA-RBS) are compared at component and system levels. The applicability of three commonly used intensity measures (IMs), i.e. PGA, PGV, and Sa(T<sub>1</sub>), are evaluated and PGV turns out to be the optimal IM for long-span cable-stayed bridge systems. Results show that incorporating SMA wires in roller bearings can decrease the failure probabilities of the bearing. The piers and towers with SMA-RBs lead to lower seismic fragility over the towers and piers in the reference bridges. The RS is the most vulnerable bridge whereas the SMA-RBS is the least vulnerable bridge among the four bridges. The SMA-RBS experience a much lower collapse damage probability compared to RS ad FS.</p>","PeriodicalId":72082,"journal":{"name":"Advances in bridge engineering","volume":"3 1","pages":"14"},"PeriodicalIF":0.0,"publicationDate":"2022-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9563329/pdf/","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"40319193","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Wanli Yang, Sijing Li, Junling Liu, Wenbo Wu, Hui Li, Ning Wang
{"title":"Numerical study on breaking solitary wave force on box-girder bridge","authors":"Wanli Yang, Sijing Li, Junling Liu, Wenbo Wu, Hui Li, Ning Wang","doi":"10.1186/s43251-021-00048-5","DOIUrl":"https://doi.org/10.1186/s43251-021-00048-5","url":null,"abstract":"","PeriodicalId":72082,"journal":{"name":"Advances in bridge engineering","volume":" ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2021-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"44923005","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":"Large Eddy simulation of the fluctuating wind environment at a bridge site in the mountainous area","authors":"Longfei Xing, Mingjin Zhang, Yongle Li, Zhijie Zhang, Dianguo Yin","doi":"10.1186/s43251-021-00049-4","DOIUrl":"https://doi.org/10.1186/s43251-021-00049-4","url":null,"abstract":"","PeriodicalId":72082,"journal":{"name":"Advances in bridge engineering","volume":" ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2021-10-05","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"44321772","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":"Monitoring bond-slip behavior of CFRP-RCESC beams using piezoelectric active sensing method","authors":"T. Jiang, D. Yu, M. Xiao, Lingyun Li, Lei Wang","doi":"10.1186/s43251-021-00046-7","DOIUrl":"https://doi.org/10.1186/s43251-021-00046-7","url":null,"abstract":"","PeriodicalId":72082,"journal":{"name":"Advances in bridge engineering","volume":" ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2021-08-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"45616326","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":"A theory of pedestrian-induced footbridge vibration comfortability based on sensitivity model","authors":"Deyi Chen, Shiping Huang, Zhenyu Wang","doi":"10.1186/s43251-021-00045-8","DOIUrl":"https://doi.org/10.1186/s43251-021-00045-8","url":null,"abstract":"","PeriodicalId":72082,"journal":{"name":"Advances in bridge engineering","volume":"118 ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2021-07-13","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1186/s43251-021-00045-8","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"41278617","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}