Pub Date : 2024-03-23DOI: 10.1080/15732479.2024.2330702
Zhongying He, Wen Xu
As a main type of vulnerability, a large number of cracks exists in concrete bridges, and some cracks will be secondary dehisced after repair, and the crack repair traces (CRTs) or the secondary cr...
{"title":"Deep learning and image preprocessing-based crack repair trace and secondary crack classification detection method for concrete bridges","authors":"Zhongying He, Wen Xu","doi":"10.1080/15732479.2024.2330702","DOIUrl":"https://doi.org/10.1080/15732479.2024.2330702","url":null,"abstract":"As a main type of vulnerability, a large number of cracks exists in concrete bridges, and some cracks will be secondary dehisced after repair, and the crack repair traces (CRTs) or the secondary cr...","PeriodicalId":49468,"journal":{"name":"Structure and Infrastructure Engineering","volume":null,"pages":null},"PeriodicalIF":3.7,"publicationDate":"2024-03-23","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140197907","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-03-20DOI: 10.1080/15732479.2024.2329080
Wangbao Zhou, Lingxu Wu, Tianxuan Zhong, Lizhong Jiang, Shaohui Liu
The deformation of bridge structures will cause deterioration of geometry on the rail surface during the service period, which will threaten the normal operation of train. A train–track–bridge coup...
{"title":"Impact of vertical girder deformations on the high-speed train operation performance","authors":"Wangbao Zhou, Lingxu Wu, Tianxuan Zhong, Lizhong Jiang, Shaohui Liu","doi":"10.1080/15732479.2024.2329080","DOIUrl":"https://doi.org/10.1080/15732479.2024.2329080","url":null,"abstract":"The deformation of bridge structures will cause deterioration of geometry on the rail surface during the service period, which will threaten the normal operation of train. A train–track–bridge coup...","PeriodicalId":49468,"journal":{"name":"Structure and Infrastructure Engineering","volume":null,"pages":null},"PeriodicalIF":3.7,"publicationDate":"2024-03-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140172546","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-03-11DOI: 10.1080/15732479.2024.2319111
Xu Wang, Zhao Liu, Teng Tong, Peng Yang
While precast piers are increasingly being utilized in low-to-medium seismicity regions, concerns have arisen regarding their seismic performance due to the discontinuity of concrete on both sides ...
虽然预制墩越来越多地应用于中低震地区，但由于两侧混凝土的不连续性，人们对其抗震性能产生了担忧。
{"title":"Seismic performance of precast piers connected by grouted splice sleeve with Central-tenon enhancement: experimental validation and system-level fragility study","authors":"Xu Wang, Zhao Liu, Teng Tong, Peng Yang","doi":"10.1080/15732479.2024.2319111","DOIUrl":"https://doi.org/10.1080/15732479.2024.2319111","url":null,"abstract":"While precast piers are increasingly being utilized in low-to-medium seismicity regions, concerns have arisen regarding their seismic performance due to the discontinuity of concrete on both sides ...","PeriodicalId":49468,"journal":{"name":"Structure and Infrastructure Engineering","volume":null,"pages":null},"PeriodicalIF":3.7,"publicationDate":"2024-03-11","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140098820","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Ballastless tracks have been widely used in China’s high-speed railways; however, they have only recently been laid on 300 m-class cable-stayed bridges. For cable-stayed bridges with a longer span,...
{"title":"Mechanical behavior and track geometry evaluation of long-span cable-stayed bridges with ballastless tracks","authors":"Zhihui Zhu, Zengzhen Ren, Weiqi Zheng, Wenshuo Liu, Diping Li, Guang Ma","doi":"10.1080/15732479.2024.2320694","DOIUrl":"https://doi.org/10.1080/15732479.2024.2320694","url":null,"abstract":"Ballastless tracks have been widely used in China’s high-speed railways; however, they have only recently been laid on 300 m-class cable-stayed bridges. For cable-stayed bridges with a longer span,...","PeriodicalId":49468,"journal":{"name":"Structure and Infrastructure Engineering","volume":null,"pages":null},"PeriodicalIF":3.7,"publicationDate":"2024-02-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140019685","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-02-29DOI: 10.1080/15732479.2024.2322540
John Mark M. Tabor, Hsien-Ke Liao, Nie-Jia Yau, Angela Louise P. Antonio
The Taiwan Bridge Management System (TBMS) calculates the condition index (CI) of every highway bridge in its inventory using the latest findings from biennial routine inspections. However, the com...
{"title":"Configuring Taiwan’s highway bridge performance indicator: a semi-quantitative risk assessment approach","authors":"John Mark M. Tabor, Hsien-Ke Liao, Nie-Jia Yau, Angela Louise P. Antonio","doi":"10.1080/15732479.2024.2322540","DOIUrl":"https://doi.org/10.1080/15732479.2024.2322540","url":null,"abstract":"The Taiwan Bridge Management System (TBMS) calculates the condition index (CI) of every highway bridge in its inventory using the latest findings from biennial routine inspections. However, the com...","PeriodicalId":49468,"journal":{"name":"Structure and Infrastructure Engineering","volume":null,"pages":null},"PeriodicalIF":3.7,"publicationDate":"2024-02-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140057037","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-02-27DOI: 10.1080/15732479.2024.2320686
Shervin Khazaeli, James-A. Goulet
Structural damages are responsible for expenses associated with maintaining the safety and serviceability of infrastructures. Detecting damages is difficult because they often develop over years af...
{"title":"Damage detection for structural health monitoring using reinforcement and imitation learning","authors":"Shervin Khazaeli, James-A. Goulet","doi":"10.1080/15732479.2024.2320686","DOIUrl":"https://doi.org/10.1080/15732479.2024.2320686","url":null,"abstract":"Structural damages are responsible for expenses associated with maintaining the safety and serviceability of infrastructures. Detecting damages is difficult because they often develop over years af...","PeriodicalId":49468,"journal":{"name":"Structure and Infrastructure Engineering","volume":null,"pages":null},"PeriodicalIF":3.7,"publicationDate":"2024-02-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140047936","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-02-26DOI: 10.1080/15732479.2024.2318648
Edward A. Baron, Carlos Mendoza Cabanzo, Ana Margarida Bento, Jose C. Matos, Rui Calçada, Kenneth Gavin
Europe’s historic masonry arch bridges are culturally and economically significant, but their long-term safety must be ensured. Scour effects are the most common cause of collapse, so it is necessa...
{"title":"A study of stone arch bridge’s flood reliability through a surrogate model approach","authors":"Edward A. Baron, Carlos Mendoza Cabanzo, Ana Margarida Bento, Jose C. Matos, Rui Calçada, Kenneth Gavin","doi":"10.1080/15732479.2024.2318648","DOIUrl":"https://doi.org/10.1080/15732479.2024.2318648","url":null,"abstract":"Europe’s historic masonry arch bridges are culturally and economically significant, but their long-term safety must be ensured. Scour effects are the most common cause of collapse, so it is necessa...","PeriodicalId":49468,"journal":{"name":"Structure and Infrastructure Engineering","volume":null,"pages":null},"PeriodicalIF":3.7,"publicationDate":"2024-02-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139969480","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-02-26DOI: 10.1080/15732479.2024.2318644
Yanjie Zhu, Ibrahima Diaw, Wen Xiong
Traditional inspection methods, that is, total station, can be labor-intensive, time-consuming, and efficiently challenging, especially for long-span cable-supported bridges. Recently, Terrestrial ...
{"title":"Cable-stayed bridge all-round morphology identification based on 3D point cloud model","authors":"Yanjie Zhu, Ibrahima Diaw, Wen Xiong","doi":"10.1080/15732479.2024.2318644","DOIUrl":"https://doi.org/10.1080/15732479.2024.2318644","url":null,"abstract":"Traditional inspection methods, that is, total station, can be labor-intensive, time-consuming, and efficiently challenging, especially for long-span cable-supported bridges. Recently, Terrestrial ...","PeriodicalId":49468,"journal":{"name":"Structure and Infrastructure Engineering","volume":null,"pages":null},"PeriodicalIF":3.7,"publicationDate":"2024-02-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139969353","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-02-25DOI: 10.1080/15732479.2024.2311911
Arnulf Hagen, Trond Michael Andersen
In April 2021 Stavå bridge, a main bridge on E6 in Norway, was abruptly closed for traffic. A structural defect had seriously compromised the bridge’s structural integrity. The Norwegian Public Roa...
2021 年 4 月，挪威 E6 公路上的一座主桥 Stavå 桥突然关闭。结构缺陷严重影响了大桥的结构完整性。挪威公共交通管理局（Norwegian Public Roa...
{"title":"Asset management, condition monitoring and Digital Twins: damage detection and virtual inspection on a reinforced concrete bridge","authors":"Arnulf Hagen, Trond Michael Andersen","doi":"10.1080/15732479.2024.2311911","DOIUrl":"https://doi.org/10.1080/15732479.2024.2311911","url":null,"abstract":"In April 2021 Stavå bridge, a main bridge on E6 in Norway, was abruptly closed for traffic. A structural defect had seriously compromised the bridge’s structural integrity. The Norwegian Public Roa...","PeriodicalId":49468,"journal":{"name":"Structure and Infrastructure Engineering","volume":null,"pages":null},"PeriodicalIF":3.7,"publicationDate":"2024-02-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139981131","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-02-22DOI: 10.1080/15732479.2024.2318231
Marco Domaneschi, Raffaele Cucuzza, Luca Martinelli, Mohammad Noori, Giuseppe Carlo Marano
The essential role of transport infrastructure systems for economic development, territorial cohesion and social transformation is widely recognized. However, key structural components of this syst...
{"title":"A probabilistic framework for the resilience assessment of transport infrastructure systems via structural health monitoring and control based on a cost function approach","authors":"Marco Domaneschi, Raffaele Cucuzza, Luca Martinelli, Mohammad Noori, Giuseppe Carlo Marano","doi":"10.1080/15732479.2024.2318231","DOIUrl":"https://doi.org/10.1080/15732479.2024.2318231","url":null,"abstract":"The essential role of transport infrastructure systems for economic development, territorial cohesion and social transformation is widely recognized. However, key structural components of this syst...","PeriodicalId":49468,"journal":{"name":"Structure and Infrastructure Engineering","volume":null,"pages":null},"PeriodicalIF":3.7,"publicationDate":"2024-02-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139980982","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"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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