Advances in bridge engineering最新文献

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Improving vehicle’s seismic safety by equipping railway bridges with FPB and misalignment control device 通过在铁路桥梁上安装FPB和纠偏控制装置,提高车辆的抗震安全性
Advances in bridge engineering Pub Date : 2022-06-29 DOI: 10.1186/s43251-022-00055-0
Zhibin Jin, Ke Chen, Jinzhe He
{"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}
引用次数: 3
Pedestrian-induced footbridge vibration response based on a simple beam analytical method 基于简支梁分析方法的人行天桥振动响应
Advances in bridge engineering Pub Date : 2022-06-20 DOI: 10.1186/s43251-022-00054-1
Yuhao Feng, Deyi Chen, Zhenyu Wang, Shiping Huang, Yuejie He
{"title":"Pedestrian-induced footbridge vibration response based on a simple beam analytical method","authors":"Yuhao Feng, Deyi Chen, Zhenyu Wang, Shiping Huang, Yuejie He","doi":"10.1186/s43251-022-00054-1","DOIUrl":"https://doi.org/10.1186/s43251-022-00054-1","url":null,"abstract":"","PeriodicalId":72082,"journal":{"name":"Advances in bridge engineering","volume":" ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2022-06-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"43004817","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
A softened membrane model for single-box multi-cell composite box-girders with corrugated steel webs under pure torsion 波形钢腹板单箱多室组合箱梁纯扭转软化膜模型
Advances in bridge engineering Pub Date : 2022-03-12 DOI: 10.1186/s43251-022-00052-3
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}
引用次数: 0
Aerodynamic loads and bridge responses under train passage: case study of an overpass steel box-girder cable-stayed bridge 列车通行下的空气动力荷载与桥梁响应——以某立交桥钢箱梁斜拉桥为例
Advances in bridge engineering Pub Date : 2022-01-22 DOI: 10.1186/s43251-021-00051-w
Ziqi Liu, Xun Zhang, Tao Chen, Yuyi Liu, Bin Lu
{"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}
引用次数: 4
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. 基于自定心滞回模型的SMA钢丝滚子轴承大跨度斜拉桥地震易损性评估
Advances in bridge engineering Pub Date : 2022-01-01 Epub Date: 2022-10-02 DOI: 10.1186/s43251-022-00064-z
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,&nbsp;Hedayati Dezfuli Farshad,&nbsp;Jing Quan Wang,&nbsp;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}
引用次数: 0
Numerical study on breaking solitary wave force on box-girder bridge 箱梁桥断裂孤波力的数值研究
Advances in bridge engineering Pub Date : 2021-12-01 DOI: 10.1186/s43251-021-00048-5
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}
引用次数: 6
State-of-the-art and annual progress of bridge engineering in 2020 2020年桥梁工程现状及年度进展
Advances in bridge engineering Pub Date : 2021-12-01 DOI: 10.1186/s43251-021-00050-x
R. Zhao, Kaifeng Zheng, Xinze Wei, Hong-yu Jia, H. Liao, Xiaozhen Li, K. Wei, Y. Zhan, Qinghua Zhang, Lin Xiao, Ling-yu Zhou, Ruili Shen, Hongye Gou, Q. Pu, Fang Zhang, Ziyi Xu, Chuanjin Yu
{"title":"State-of-the-art and annual progress of bridge engineering in 2020","authors":"R. Zhao, Kaifeng Zheng, Xinze Wei, Hong-yu Jia, H. Liao, Xiaozhen Li, K. Wei, Y. Zhan, Qinghua Zhang, Lin Xiao, Ling-yu Zhou, Ruili Shen, Hongye Gou, Q. Pu, Fang Zhang, Ziyi Xu, Chuanjin Yu","doi":"10.1186/s43251-021-00050-x","DOIUrl":"https://doi.org/10.1186/s43251-021-00050-x","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":"47080752","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
Large Eddy simulation of the fluctuating wind environment at a bridge site in the mountainous area 山区某桥址脉动风环境的大涡模拟
Advances in bridge engineering Pub Date : 2021-10-05 DOI: 10.1186/s43251-021-00049-4
Longfei Xing, Mingjin Zhang, Yongle Li, Zhijie Zhang, Dianguo Yin
{"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}
引用次数: 9
Monitoring bond-slip behavior of CFRP-RCESC beams using piezoelectric active sensing method 采用压电主动传感方法监测CFRP-RCESC梁的粘结滑移行为
Advances in bridge engineering Pub Date : 2021-08-16 DOI: 10.1186/s43251-021-00046-7
T. Jiang, D. Yu, M. Xiao, Lingyun Li, Lei Wang
{"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}
引用次数: 3
A theory of pedestrian-induced footbridge vibration comfortability based on sensitivity model 基于灵敏度模型的人行天桥振动舒适性理论
Advances in bridge engineering Pub Date : 2021-07-13 DOI: 10.1186/s43251-021-00045-8
Deyi Chen, Shiping Huang, Zhenyu Wang
{"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}
引用次数: 4
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