{"title":"Moving force identification for real-time bridge weigh-in-motion","authors":"Y. M. Mohammed, N. Uddin, E. O'brien","doi":"10.3233/BRS-190144","DOIUrl":"https://doi.org/10.3233/BRS-190144","url":null,"abstract":"","PeriodicalId":43279,"journal":{"name":"Bridge Structures","volume":null,"pages":null},"PeriodicalIF":0.6,"publicationDate":"2019-06-03","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.3233/BRS-190144","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"45841211","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 and system identification of suspension bridges: An alternative approach","authors":"E. Şafak","doi":"10.3233/BRS-180141","DOIUrl":"https://doi.org/10.3233/BRS-180141","url":null,"abstract":"This paper introduces a new approach for monitoring and system identification of suspension bridges. The methodology is based on the theoretical formulation of the dynamic response of a suspension bridge and its components. The vibration records are used to identify the boundary conditions and the unknown coefficients in the equations. The goal is to identify the forces in the main components of the bridge, rather than its modal properties. By proper placement of right-type of sensors, it is possible to identify the time-varying forces on the main suspension cables, hangers, towers, and the deck from the records.","PeriodicalId":43279,"journal":{"name":"Bridge Structures","volume":null,"pages":null},"PeriodicalIF":0.6,"publicationDate":"2019-03-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.3233/BRS-180141","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"48793800","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 new approach to soil-pile-structure modeling of long-span bridges subjected to spatially varying earthquake ground motion","authors":"S. Hoseini, A. Ghanbari, M. Davoodi","doi":"10.3233/BRS-180138","DOIUrl":"https://doi.org/10.3233/BRS-180138","url":null,"abstract":"","PeriodicalId":43279,"journal":{"name":"Bridge Structures","volume":null,"pages":null},"PeriodicalIF":0.6,"publicationDate":"2019-03-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.3233/BRS-180138","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"42071584","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":"SHM of golden horn metro crossing bridge in Istanbul – initial assessment, permanent monitoring and data analysis","authors":"P. Furtner, M. Stöger, H. Wenzel","doi":"10.3233/BRS-180134","DOIUrl":"https://doi.org/10.3233/BRS-180134","url":null,"abstract":"A new metro bridge was constructed across the Golden Horn, Istanbul. The bridge consists of 2 approach viaducts, a cable-stayed bridge with a main span of 180 meters and a swing bridge. A metro station is situated in the centre of the main bridge. The deck of the cable-stayed bridge and the swing bridge are designed as steel structures. The bridge was equipped with a sophistic structural health monitoring solution, which will be delivered by VCEVienna Consulting Engineers. The paper describes the solution proposed by VCE. It covers the development and design of the instrumentation and the system for the monitoring of the behaviour, the performance and the condition of the structure. The monitoring concept consists of 3 subtasks: Initial measurements and investigations after completion of the structure. Permanent structural health monitoring. Portable equipment for periodic assessment. A special focus is on the data management part, which includes data archiving, data analysis and the presentation of the monitoring data to the operation personal and to the client. Apart from the control room devices the system will include a web-user interface, which allows a secure access to the monitoring data and results with mobile devices from anywhere and anytime.","PeriodicalId":43279,"journal":{"name":"Bridge Structures","volume":null,"pages":null},"PeriodicalIF":0.6,"publicationDate":"2019-03-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.3233/BRS-180134","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"44113968","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":"Stress on simply supported bridge girders made continuous by full post-tensioning under static load","authors":"M. M. Taha, Yanmin Jia","doi":"10.3233/BRS-180139","DOIUrl":"https://doi.org/10.3233/BRS-180139","url":null,"abstract":"","PeriodicalId":43279,"journal":{"name":"Bridge Structures","volume":null,"pages":null},"PeriodicalIF":0.6,"publicationDate":"2019-03-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.3233/BRS-180139","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"41595490","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":"Damage detection of a truss bridge via vibration data","authors":"A. N. Al-qayyim, B. O. Çağlayan","doi":"10.3233/BRS-180140","DOIUrl":"https://doi.org/10.3233/BRS-180140","url":null,"abstract":"","PeriodicalId":43279,"journal":{"name":"Bridge Structures","volume":null,"pages":null},"PeriodicalIF":0.6,"publicationDate":"2019-03-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.3233/BRS-180140","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"49062121","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":"Fatigue assessment of the gusset-less connection using field data and numerical model","authors":"Maryam Mashayekhi, Erin Santini-Bell","doi":"10.3233/BRS-190157","DOIUrl":"https://doi.org/10.3233/BRS-190157","url":null,"abstract":"","PeriodicalId":43279,"journal":{"name":"Bridge Structures","volume":null,"pages":null},"PeriodicalIF":0.6,"publicationDate":"2019-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.3233/BRS-190157","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"69852580","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}
R. Botero, Amirata Taghavi, Michael T. Davidson, G. Consolazio
{"title":"Comparative study of spatially and non-spatially varying ground motions in design-oriented seismic analysis of bridges","authors":"R. Botero, Amirata Taghavi, Michael T. Davidson, G. Consolazio","doi":"10.3233/BRS-190154","DOIUrl":"https://doi.org/10.3233/BRS-190154","url":null,"abstract":"","PeriodicalId":43279,"journal":{"name":"Bridge Structures","volume":null,"pages":null},"PeriodicalIF":0.6,"publicationDate":"2019-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.3233/BRS-190154","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"69852917","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":"Effect of climate change on flexural reliability of highway continuous girder bridge under wind load","authors":"Y. Wang, J. Gong, Y. Liu, C. Shi, J. Zheng","doi":"10.3233/brs-190155","DOIUrl":"https://doi.org/10.3233/brs-190155","url":null,"abstract":"","PeriodicalId":43279,"journal":{"name":"Bridge Structures","volume":null,"pages":null},"PeriodicalIF":0.6,"publicationDate":"2019-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.3233/brs-190155","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"69852977","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}