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Theoretical effects of geometrical parameters on reinforced concrete box culverts 几何参数对钢筋混凝土箱涵的理论影响
IF 0.6
Bridge Structures Pub Date : 2018-06-15 DOI: 10.3233/BRS-180128
M. Kuś, A. İ. Akgönen, Ş. H. Tercan
{"title":"Theoretical effects of geometrical parameters on reinforced concrete box culverts","authors":"M. Kuś, A. İ. Akgönen, Ş. H. Tercan","doi":"10.3233/BRS-180128","DOIUrl":"https://doi.org/10.3233/BRS-180128","url":null,"abstract":"","PeriodicalId":43279,"journal":{"name":"Bridge Structures","volume":"1 1","pages":""},"PeriodicalIF":0.6,"publicationDate":"2018-06-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.3233/BRS-180128","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"41338380","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
Flexural load rating of concrete bridge girder with deteriorated deck 劣化桥面混凝土梁的抗弯承载力
IF 0.6
Bridge Structures Pub Date : 2018-06-15 DOI: 10.3233/BRS-180127
Fares Jnaid, R. Aboutaha
{"title":"Flexural load rating of concrete bridge girder with deteriorated deck","authors":"Fares Jnaid, R. Aboutaha","doi":"10.3233/BRS-180127","DOIUrl":"https://doi.org/10.3233/BRS-180127","url":null,"abstract":"","PeriodicalId":43279,"journal":{"name":"Bridge Structures","volume":" ","pages":""},"PeriodicalIF":0.6,"publicationDate":"2018-06-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.3233/BRS-180127","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"43521040","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
Performance of the effect of fractured member of an old steel truss railway bridge: A case study of hardinge bridge 老钢桁架铁路桥梁断裂构件影响性能研究——以哈丁桥为例
IF 0.6
Bridge Structures Pub Date : 2018-06-15 DOI: 10.3233/BRS-180130
Md Robiul Awall, Rahman, M. Hasan, M. Hossain, K. Uddin
{"title":"Performance of the effect of fractured member of an old steel truss railway bridge: A case study of hardinge bridge","authors":"Md Robiul Awall, Rahman, M. Hasan, M. Hossain, K. Uddin","doi":"10.3233/BRS-180130","DOIUrl":"https://doi.org/10.3233/BRS-180130","url":null,"abstract":"","PeriodicalId":43279,"journal":{"name":"Bridge Structures","volume":" ","pages":""},"PeriodicalIF":0.6,"publicationDate":"2018-06-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.3233/BRS-180130","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"45127363","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
Editorial 编辑
IF 0.6
Bridge Structures Pub Date : 2018-06-15 DOI: 10.3233/brs-180131
K. Mahmoud
{"title":"Editorial","authors":"K. Mahmoud","doi":"10.3233/brs-180131","DOIUrl":"https://doi.org/10.3233/brs-180131","url":null,"abstract":"","PeriodicalId":43279,"journal":{"name":"Bridge Structures","volume":" ","pages":""},"PeriodicalIF":0.6,"publicationDate":"2018-06-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.3233/brs-180131","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"41955869","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
Multiaxial fatigue assessment of welded connections in railway steel bridge under constant and variable amplitude loading 恒幅和变幅荷载作用下铁路钢桥焊接连接的多轴疲劳评定
IF 0.6
Bridge Structures Pub Date : 2018-06-15 DOI: 10.3233/BRS-180129
K. R. Praveen, S. S. Mishra, P. Babu, A. Spagnoli, A. Carpinteri
{"title":"Multiaxial fatigue assessment of welded connections in railway steel bridge under constant and variable amplitude loading","authors":"K. R. Praveen, S. S. Mishra, P. Babu, A. Spagnoli, A. Carpinteri","doi":"10.3233/BRS-180129","DOIUrl":"https://doi.org/10.3233/BRS-180129","url":null,"abstract":"","PeriodicalId":43279,"journal":{"name":"Bridge Structures","volume":" ","pages":""},"PeriodicalIF":0.6,"publicationDate":"2018-06-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.3233/BRS-180129","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"45076610","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: 2
The relationship between pedestrian loading and dynamic response of an FRP composite footbridge 行人荷载与FRP复合材料人行桥动力响应的关系
IF 0.6
Bridge Structures Pub Date : 2018-04-02 DOI: 10.3233/BRS-180122
P. Archbold, B. Mullarney
{"title":"The relationship between pedestrian loading and dynamic response of an FRP composite footbridge","authors":"P. Archbold, B. Mullarney","doi":"10.3233/BRS-180122","DOIUrl":"https://doi.org/10.3233/BRS-180122","url":null,"abstract":"","PeriodicalId":43279,"journal":{"name":"Bridge Structures","volume":"13 1","pages":"147-157"},"PeriodicalIF":0.6,"publicationDate":"2018-04-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.3233/BRS-180122","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"46822115","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
Phased Array Ultrasonic Testing (PAUT) Performed on Electroslag Weld Specimen Subject to Cyclical Tension Load Testing 经周期性拉伸载荷试验的电渣焊缝试样相控阵超声检测(PAUT
IF 0.6
Bridge Structures Pub Date : 2018-04-02 DOI: 10.3233/BRS-180124
M. Wahbeh, M. Foerder, R. Boundouki
{"title":"Phased Array Ultrasonic Testing (PAUT) Performed on Electroslag Weld Specimen Subject to Cyclical Tension Load Testing","authors":"M. Wahbeh, M. Foerder, R. Boundouki","doi":"10.3233/BRS-180124","DOIUrl":"https://doi.org/10.3233/BRS-180124","url":null,"abstract":"","PeriodicalId":43279,"journal":{"name":"Bridge Structures","volume":"13 1","pages":"135-146"},"PeriodicalIF":0.6,"publicationDate":"2018-04-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.3233/BRS-180124","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"46715189","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: 2
Finite element modeling of the influence of residual weld stresses on buckling 焊接残余应力对屈曲影响的有限元模拟
IF 0.6
Bridge Structures Pub Date : 2018-04-02 DOI: 10.3233/BRS-180123
A. Outtier, H. Backer
{"title":"Finite element modeling of the influence of residual weld stresses on buckling","authors":"A. Outtier, H. Backer","doi":"10.3233/BRS-180123","DOIUrl":"https://doi.org/10.3233/BRS-180123","url":null,"abstract":"One of the determining factors in the design of steel-tied arch bridges is the out-of-plane buckling behavior. While considerable research, focusing on the determination of the geometrical imperfections, using non-destructive testing as well as analytical calculation methods, is available, the influence of residual welding stresses has not been studied in depth. It is assumed that these stresses would have only limited influence on buckling. Still, this paper claims the residual stresses, which are present in the arches, can be of limited importance, since they do influence the out-of-plane shape of the arch. Firstly, a fundamental approach is followed by developing a three-dimensional finite element model of the influence of the welding parameters and weld sequence. In addition, the resulting residual welding stresses are used for an elastic-plastic calculation of an entire arch. This allows for calculating the buckling behavior of arches as realistically as possible.","PeriodicalId":43279,"journal":{"name":"Bridge Structures","volume":"13 1","pages":"123-134"},"PeriodicalIF":0.6,"publicationDate":"2018-04-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.3233/BRS-180123","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"42438643","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: 1
Seismic Retrofit Design of Highway-Railway Combined Suspension Bridges 公铁两用悬索桥抗震加固设计
IF 0.6
Bridge Structures Pub Date : 2017-08-01 DOI: 10.3233/BRS-170114
Y. Hirayama, M. Nishitani, C. Kawatoh
{"title":"Seismic Retrofit Design of Highway-Railway Combined Suspension Bridges","authors":"Y. Hirayama, M. Nishitani, C. Kawatoh","doi":"10.3233/BRS-170114","DOIUrl":"https://doi.org/10.3233/BRS-170114","url":null,"abstract":"","PeriodicalId":43279,"journal":{"name":"Bridge Structures","volume":"13 1","pages":"109-117"},"PeriodicalIF":0.6,"publicationDate":"2017-08-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.3233/BRS-170114","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"47072198","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
Profiling structurally deficient bridges in the United States: Sampling bridge performance data for qualitative trends 剖析美国结构缺陷的桥梁:为定性趋势取样桥梁性能数据
IF 0.6
Bridge Structures Pub Date : 2017-01-01 DOI: 10.3233/BRS-160104
M. Battista, M. Arafa, H. Najm, H. Parvardeh, P. Jin, R. Vasconez
{"title":"Profiling structurally deficient bridges in the United States: Sampling bridge performance data for qualitative trends","authors":"M. Battista, M. Arafa, H. Najm, H. Parvardeh, P. Jin, R. Vasconez","doi":"10.3233/BRS-160104","DOIUrl":"https://doi.org/10.3233/BRS-160104","url":null,"abstract":"","PeriodicalId":43279,"journal":{"name":"Bridge Structures","volume":"12 1","pages":"55-72"},"PeriodicalIF":0.6,"publicationDate":"2017-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.3233/BRS-160104","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"69851660","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
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