Influence of Cracking on Deflections of Concrete Box Girder Bridges
The problem of cracking and long-term deflection in larger-span prestressed concrete box girder bridges exists throughout the world and has restricted the development of long-span concrete bridges to some extent.
Chao Liu, Dong Xu
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Torsional Stress Analysis of Improved Composite Box Girder with Corrugated Steel Webs
Based on Umansky’s second theory, this paper studies the torsional stress of an improved composite box girder with corrugated steel webs and considers the effective elastic modulus of the converted section.
Aoao Qin +4 more
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Numerical validation of the incremental launching method of a steel bridge through a small-scale experimental study [PDF]
The final publication is available at Springer via http://dx.doi.org/10.1007/s40799-016-0037-5This article presents an experimental and a numerical study of an incremental launching process of a steel bridge.
Chacón Flores, Rolando Antonio +2 more
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Development of an integrated remote monitoring technique and its application to para-stressing bridge system [PDF]
Bridge monitoring system via information technology is capable of providing more accurate knowledge of bridge performance characteristics than traditional strategies. This paper describes not only an integrated Internet monitoring system that consists of
Casas Rius, Joan Ramon +2 more
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Probability-based uncertainty evaluation through Markov Chain Monte Carlo sampling and response surface technologies [PDF]
Inspection of a pre-stressed concrete variable cross-section box girder bridge discovered the phenomenon of padding in expansion joint, corrosion of steel plate and local edge failure in pot type rubber bearing, and cracks of box girder.
Li, P. J., Zhang, J., Zhu, F. Q.
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Analisis Plastis Jembatan Box Girder Dengan Penampang Single Box
Abstrak Tujuan penelitian ini untuk menganalisis perilaku plastis penampang single box girder dengan model bilinier dan strain hardening. Hal-hal yang dipelajari adalah hubungan momen-kelengkungan, momen plastis, panjang daerah inelastis dan faktor bentuk (shape factor).
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Overall buckling of lightweight stiffened panels using an adapted orthotropic plate method
The ultimate longitudinal bending strength of thin plated steel structures such as box girder bridges and ship hulls can be determined using an incremental–iterative procedure known as the Smith progressive collapse method.
Benson, S., Dow, R.S., Downes, J.
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Box-Girder Bridges - Modelling and Analysis
The box-girder bridge has become very popular lately due to its serviceability, stability, and structural efficiency. The study of such a bridge requires analytical, experimental, or numerical methods. The structural behavior of the box-girder bridge is very complex and is quite cumbersome to be investigated by conventional methods. This paper presents
Agarwal, Preeti +2 more
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Application of distributed optical fiber sensors for the health monitoring of two real structures in Barcelona [PDF]
This is an Accepted Manuscript of an article published by Taylor & Francis Group in Structure and Infrastructure Engineering on 2018, available online at: http://www.tandfonline.com/10.1080/15732479.2018.1438479The versatility and ease of installation of
Barrias, Antonio Jose de Sousa +3 more
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Based on an analysis of the extant literature, this paper summarizes the research progress on the mechanical properties and long-term behavior of corrugated steel web (CSW) box girder bridges.
Yuanxun Zheng +3 more
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