Journal of Bridge Engineering
IF
3.07
Papers
2,625
Papers 2,587
1 page of 259 pages (2,587 results)
Newest
#1Wen-ming Zhang (SEU: Southeast University)H-Index: 3
#2Chang Jiaqi (SEU: Southeast University)
Last. Gen-min Tian (SEU: Southeast University)H-Index: 2
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Abstract Finding the main cable shape is an essential step in the design and construction of suspension bridges. In this paper, shape-finding and force-assessment of suspension bridges based on loo...
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#1Zhanfei “Tom” Fan (TxDOT: Texas Department of Transportation)
#2Wanching Huang (TxDOT: Texas Department of Transportation)
Last. Andrei Negoita (TxDOT: Texas Department of Transportation)
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Abstract This paper presents a case study of using ultra-high-performance concrete (UHPC) to repair a large steel highway bridge severely damaged by corrosion at the plate girder ends and the steel...
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#1Junfeng Jia (Beijing University of Technology)H-Index: 4
#2Wei Bo (Beijing University of Technology)H-Index: 1
Last. Guo YangH-Index: 2
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Abstract An innovative precast segmental bridge column (PSBC) was proposed to achieve a better durability performance in an aggressive coastal environment, which was reinforced with both longitudin...
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#1Hamid Reza Ebrahimi Motlagh (AUT: Amirkabir University of Technology)H-Index: 1
#2Alireza Rahai (AUT: Amirkabir University of Technology)H-Index: 17
Abstract Long-term performance is one of the less-studied cases of the prestressed concrete bridge with corrugated steel webs. In this study, the time-dependent behavior of a bridge of this type wa...
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#1Sylwia Stawska (AU: Auburn University)H-Index: 2
#2Andrzej S. Nowak (AU: Auburn University)H-Index: 33
Last. James PhillipsH-Index: 1
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Abstract This study aims to develop Load and Resistance Factor Design (LRFD) provisions for movable bridges’ mechanical components. It requires the formulation of the limit state functions, determi...
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#1Stefano Invernizzi (Polytechnic University of Turin)H-Index: 17
#2Francesco Montagnoli (Polytechnic University of Turin)H-Index: 4
Last. Alberto Carpinteri (Polytechnic University of Turin)H-Index: 78
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Abstract A possible scenario is proposed to put into evidence how the combined effect of fatigue at very high number of cycles and corrosion could have been responsible for the failure of one of th...
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#1Li YaminH-Index: 2
#2Wenai Shen (HUST: Huazhong University of Science and Technology)H-Index: 14
Last. Saulo Silva (HUST: Huazhong University of Science and Technology)
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Abstract This study proposes the design formulas of an inerter-based damper termed electromagnetic inertial mass damper (EIMD) for bridge stay cables. To maximize the modal damping ratio for a spec...
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Abstract The construction of bridges with suspenders, such as cable-stayed or tied-arch bridges, needs deep study of the prestressing forces to be applied to stays or hangers in all stages, dependi...
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#1M. Rivera (UPM: Technical University of Madrid)
#2Alejandro Enfedaque (UPM: Technical University of Madrid)H-Index: 18
Last. J. M. Simón-Talero (UPM: Technical University of Madrid)
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Abstract The use of fibers in reinforced concrete offers an opportunity to optimize the structural design while increasing durability. A sectional analysis that considers the stress-crack-width rel...
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#1Cuihua Li (ZJUT: Zhejiang University of Technology)
#2Bing Lu (Suzhou University of Science and Technology)
Last. Weibing Peng (ZJUT: Zhejiang University of Technology)
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Abstract The dynamic performance of a new bridge system utilizing hybrid spread steel box girders, in which the steel box girders are spaced apart instead of conventional multicell box girders, was...
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