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Journal of Bridge Engineering最新文献

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Behavior of a Network Tied-Arch Bridge Subjected to Sudden Hanger Loss Scenarios 网络斜拉桥在吊架突然脱落情况下的表现
IF 3.6 2区 工程技术
Journal of Bridge Engineering Pub Date : 2024-01-01 DOI: 10.1061/jbenf2.beeng-6328
Qian Chen, Hongfan Wang, Sherif El-Tawil, A. K. Agrawal, B. Bhattacharya, Waider Wong
{"title":"Behavior of a Network Tied-Arch Bridge Subjected to Sudden Hanger Loss Scenarios","authors":"Qian Chen, Hongfan Wang, Sherif El-Tawil, A. K. Agrawal, B. Bhattacharya, Waider Wong","doi":"10.1061/jbenf2.beeng-6328","DOIUrl":"https://doi.org/10.1061/jbenf2.beeng-6328","url":null,"abstract":"","PeriodicalId":56125,"journal":{"name":"Journal of Bridge Engineering","volume":"51 23","pages":""},"PeriodicalIF":3.6,"publicationDate":"2024-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139127037","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Finite-Element-Based Study on Girder Behavior and Load-Sharing of Shear-Connected Multigirder Prestressed Concrete Bridges 基于有限元的剪力连接多梁预应力混凝土桥梁梁体行为和荷载分担研究
IF 3.6 2区 工程技术
Journal of Bridge Engineering Pub Date : 2024-01-01 DOI: 10.1061/jbenf2.beeng-6064
Jiadaren Liu, John Alexander, Shasha Song, Yong Li
{"title":"Finite-Element-Based Study on Girder Behavior and Load-Sharing of Shear-Connected Multigirder Prestressed Concrete Bridges","authors":"Jiadaren Liu, John Alexander, Shasha Song, Yong Li","doi":"10.1061/jbenf2.beeng-6064","DOIUrl":"https://doi.org/10.1061/jbenf2.beeng-6064","url":null,"abstract":"","PeriodicalId":56125,"journal":{"name":"Journal of Bridge Engineering","volume":"19 8","pages":""},"PeriodicalIF":3.6,"publicationDate":"2024-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139125744","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Wear Life Prediction of Sliding Bearings Based on Multitype Monitoring Data of Bridges 基于桥梁多类型监测数据的滑动轴承磨损寿命预测
IF 3.6 2区 工程技术
Journal of Bridge Engineering Pub Date : 2024-01-01 DOI: 10.1061/jbenf2.beeng-6256
Yun-Tao Wei, Ting-Hua Yi, Dong‐Hui Yang, Chong Li, Qiang Han
{"title":"Wear Life Prediction of Sliding Bearings Based on Multitype Monitoring Data of Bridges","authors":"Yun-Tao Wei, Ting-Hua Yi, Dong‐Hui Yang, Chong Li, Qiang Han","doi":"10.1061/jbenf2.beeng-6256","DOIUrl":"https://doi.org/10.1061/jbenf2.beeng-6256","url":null,"abstract":"","PeriodicalId":56125,"journal":{"name":"Journal of Bridge Engineering","volume":"4 5","pages":""},"PeriodicalIF":3.6,"publicationDate":"2024-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139128997","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Effects of Nonuniform Crosswinds in Valleys on Dynamic Responses of High-Speed Trains and Long-Span Suspension Bridges 山谷非均匀横风对高速列车和大跨度悬索桥动态响应的影响
IF 3.6 2区 工程技术
Journal of Bridge Engineering Pub Date : 2024-01-01 DOI: 10.1061/jbenf2.beeng-6118
Ming Wang, Haonan He, Xiaozhen Li, Cunming Ma, Wanmingzhai Ren, Qiang Zhou
{"title":"Effects of Nonuniform Crosswinds in Valleys on Dynamic Responses of High-Speed Trains and Long-Span Suspension Bridges","authors":"Ming Wang, Haonan He, Xiaozhen Li, Cunming Ma, Wanmingzhai Ren, Qiang Zhou","doi":"10.1061/jbenf2.beeng-6118","DOIUrl":"https://doi.org/10.1061/jbenf2.beeng-6118","url":null,"abstract":"","PeriodicalId":56125,"journal":{"name":"Journal of Bridge Engineering","volume":"36 2","pages":""},"PeriodicalIF":3.6,"publicationDate":"2024-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139128117","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Distributed Detection and Quantification of Cracks in Operating Large Bridges 运行中的大型桥梁裂缝分布式检测与定量
IF 3.6 2区 工程技术
Journal of Bridge Engineering Pub Date : 2024-01-01 DOI: 10.1061/jbenf2.beeng-6454
M. Morgese, Chengwei Wang, T. Taylor, Mahmoud Etemadi, Farhad Ansari
{"title":"Distributed Detection and Quantification of Cracks in Operating Large Bridges","authors":"M. Morgese, Chengwei Wang, T. Taylor, Mahmoud Etemadi, Farhad Ansari","doi":"10.1061/jbenf2.beeng-6454","DOIUrl":"https://doi.org/10.1061/jbenf2.beeng-6454","url":null,"abstract":"","PeriodicalId":56125,"journal":{"name":"Journal of Bridge Engineering","volume":"8 18","pages":""},"PeriodicalIF":3.6,"publicationDate":"2024-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139129694","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Improving the Predictive Analytics of Machine-Learning Pipelines for Bridge Infrastructure Asset Management Applications: An Upstream Data Workflow to Address Data Quality Issues in the National Bridge Inventory Database 提高桥梁基础设施资产管理应用中机器学习管道的预测分析能力：解决国家桥梁库存数据库数据质量问题的上游数据工作流程
IF 3.6 2区 工程技术
Journal of Bridge Engineering Pub Date : 2024-01-01 DOI: 10.1061/jbenf2.beeng-6012
Xi Hu, Rayan H. Assaad
{"title":"Improving the Predictive Analytics of Machine-Learning Pipelines for Bridge Infrastructure Asset Management Applications: An Upstream Data Workflow to Address Data Quality Issues in the National Bridge Inventory Database","authors":"Xi Hu, Rayan H. Assaad","doi":"10.1061/jbenf2.beeng-6012","DOIUrl":"https://doi.org/10.1061/jbenf2.beeng-6012","url":null,"abstract":"","PeriodicalId":56125,"journal":{"name":"Journal of Bridge Engineering","volume":"56 51","pages":""},"PeriodicalIF":3.6,"publicationDate":"2024-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139125466","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Corrosion-Fretting Fatigue Analysis of Bridge Cables Based on Multifactor Competition Model and Time-Dependent Reliability 基于多因素竞争模型和时间相关可靠性的桥梁缆索腐蚀-摩擦疲劳分析
IF 3.6 2区 工程技术
Journal of Bridge Engineering Pub Date : 2024-01-01 DOI: 10.1061/jbenf2.beeng-6409
Zhongxiang Liu, Tong Guo, Hongyu Ren, José Correia, Jie Liu, Maria Q. Feng
{"title":"Corrosion-Fretting Fatigue Analysis of Bridge Cables Based on Multifactor Competition Model and Time-Dependent Reliability","authors":"Zhongxiang Liu, Tong Guo, Hongyu Ren, José Correia, Jie Liu, Maria Q. Feng","doi":"10.1061/jbenf2.beeng-6409","DOIUrl":"https://doi.org/10.1061/jbenf2.beeng-6409","url":null,"abstract":"","PeriodicalId":56125,"journal":{"name":"Journal of Bridge Engineering","volume":"62 19","pages":""},"PeriodicalIF":3.6,"publicationDate":"2024-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139127228","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Fatigue Performance of a Novel Steel–Concrete Joint of a Long-Span High-Speed Railway Hybrid Girder–Cable-Stayed Bridge 大跨度高速铁路混合梁索斜拉桥新型钢-混凝土接缝的疲劳性能
IF 3.6 2区 工程技术
Journal of Bridge Engineering Pub Date : 2024-01-01 DOI: 10.1061/jbenf2.beeng-6425
Zhou Shi, Yingming Li, Yi Yang, Xupo Zhao, Wanqing Yu
{"title":"Fatigue Performance of a Novel Steel–Concrete Joint of a Long-Span High-Speed Railway Hybrid Girder–Cable-Stayed Bridge","authors":"Zhou Shi, Yingming Li, Yi Yang, Xupo Zhao, Wanqing Yu","doi":"10.1061/jbenf2.beeng-6425","DOIUrl":"https://doi.org/10.1061/jbenf2.beeng-6425","url":null,"abstract":"","PeriodicalId":56125,"journal":{"name":"Journal of Bridge Engineering","volume":"30 9","pages":""},"PeriodicalIF":3.6,"publicationDate":"2024-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139127688","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
The Profile of Guillain-Barré Syndrome Before and During COVID-19 Pandemic: A 5-Year Experience. COVID-19 大流行之前和期间格林-巴利综合征的概况：5 年的经验。
IF 1.1 2区 工程技术
Journal of Bridge Engineering Pub Date : 2023-11-16 eCollection Date: 2023-01-01 DOI: 10.29399/npa.28348
Hülya Ertaşoğlu Toydemir, Metin Mercan, Vildan Ayşe Yayla
{"title":"The Profile of Guillain-Barré Syndrome Before and During COVID-19 Pandemic: A 5-Year Experience.","authors":"Hülya Ertaşoğlu Toydemir, Metin Mercan, Vildan Ayşe Yayla","doi":"10.29399/npa.28348","DOIUrl":"10.29399/npa.28348","url":null,"abstract":"<p><strong>Introduction: </strong>We aimed to evaluate and compare the clinical and electrophysiological features of post-COVID-19 Guillain-Barré syndrome (GBS) and non-COVID-19 GBS patients over the last five years.</p><p><strong>Methods: </strong>We retrospectively analyzed patients diagnosed with GBS between October 2016 and September 2021. They were divided into five groups according to the flu season and the COVID-19 pandemic. Groups 1-4 were identified as non-COVID-19 groups, whereas Group 5 constituted the post-COVID-19 group. At the sixth month the Hughes functional grading scale score (HFGSS) was noted. Clinical and electrophysiological findings were compared between the groups.</p><p><strong>Results: </strong>Fifty-nine GBS patients were enrolled in this study. Post-COVID-19 GBS patients had more facial diplegia than non-COVID-19 GBS patients. Except for facial diplegia, post-COVID-19 GBS patients did not differ from non-COVID-19 GBS patients regarding the need for mechanical ventilation, loss of ambulation, type of GBS, response to treatment, and patient outcomes. In 67% of post-COVID-19 GBS patients, HFGSS was ≤2. Acute inflammatory demyelinating polyneuropathy (AIDP) was the most common subtype in post-COVID-19 GBS patients. The 2018-2019 flu season saw more ambulation loss than other flu seasons. The 2017-2018 influenza season had the highest number of patients (39%).</p><p><strong>Conclusion: </strong>The clinical and electrophysiological features of GBS may differ according to year, infectious etiology, and severity of seasonal viral infections. Post-COVID-19 GBS patients mostly had the AIDP subtype with frequent facial diplegia. The prognosis of post-COVID-19 GBS patients was good. The patients responded well to treatment with intravenous immunoglobulin and plasma exchange.</p>","PeriodicalId":56125,"journal":{"name":"Journal of Bridge Engineering","volume":"9 1","pages":"322-326"},"PeriodicalIF":1.1,"publicationDate":"2023-11-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10709707/pdf/","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"80329501","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Experimental Fatigue Evaluation of Typical Cross-Frame Details in Steel I-Girder Bridges 工字钢桥梁典型跨框架细部疲劳试验评价
2区 工程技术
Journal of Bridge Engineering Pub Date : 2023-11-01 DOI: 10.1061/jbenf2.beeng-6402
Matthew C. Reichenbach, Anthony D. Battistini, Sean Donahue, Todd A. Helwig, Michael D. Engelhardt, Karl H. Frank
{"title":"Experimental Fatigue Evaluation of Typical Cross-Frame Details in Steel I-Girder Bridges","authors":"Matthew C. Reichenbach, Anthony D. Battistini, Sean Donahue, Todd A. Helwig, Michael D. Engelhardt, Karl H. Frank","doi":"10.1061/jbenf2.beeng-6402","DOIUrl":"https://doi.org/10.1061/jbenf2.beeng-6402","url":null,"abstract":"Cross-frames, which primarily serve as stability braces in steel I-girder systems during erection and deck construction, are susceptible to load-induced fatigue problems in finished composite structures if not properly detailed. Due to eccentricity in the connections, cross-frames are often subjected to significant in-plane and out-of-plane bending effects that can affect the fatigue resistance. This paper documents the results of a full-scale laboratory study that evaluates the fatigue performance of common welded cross-frame configurations and details. Eighteen unique cross-frame panels, including various typical and proposed connection details, were fabricated and tested for failure under cyclic loading that simulated the effect of live load traffic on composite girder systems. Based on the results of this experimental study, many details that are prevalently used in practice were shown to exhibit poor fatigue characteristics due to (1) the presence of localized stress concentrations near welds and/or (2) significant bending stresses not explicitly considered in analysis and design. Conversely, the proposed details mitigated these effects and were subsequently found to improve the fatigue life of cross-frame systems.","PeriodicalId":56125,"journal":{"name":"Journal of Bridge Engineering","volume":"137 ","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-11-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"134996275","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
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