Results 11 to 20 of about 60,940 (219)
Displacement-based seismic performance assessment of multi-span steel truss bridges
Giuseppina Uva +2 more
exaly +2 more sources
Linear static analysis with an alternate load path using dynamic amplification factor (DAF) is often used for redundancy and progressive collapse analysis of steel truss bridges to avoid using the more time-consuming dynamic analysis. This study presents
H. T. Khuyen, E. Iwasaki
exaly +2 more sources
Fatigue assessment of 100 years old riveted truss railway bridge [PDF]
Fatigue is one of the most often reasons for failure in existing steel bridges, particularly with riveted structure. Therefore fatigue assessment is always the most important part of the complex evaluation of existing steel bridges.
Tomasz Siworski, Mateusz Rajchel
doaj +1 more source
A lightweight design optimization algorithm is proposed to optimize the design parameters of stiffened double-layer steel girder bridges, the aim of which is to improve structural safety and reduce superstructure works.
Lingbo Wang +3 more
semanticscholar +1 more source
To enhance the safety management of steel-truss-bridge construction, an evaluation method based on the improved DEMATEL–ISM was proposed to analyze the risk factors involved in such construction.
Xudong Wang +4 more
semanticscholar +1 more source
Deconstruction Monitoring of a Steel Truss Bridge [PDF]
A research study was performed on a steel through-truss bridge more than 80 years of age that was being taken out of service. The main objective of the project was to learn as much as possible about the bridge and to further the state of knowledge about the behavior of steel truss bridges.
Matthew Yarnold +2 more
openaire +2 more sources
Fatigue Performance Test and Numerical Analysis of Composite Girders with CSW-CFST Truss Chords
Composite girders with corrugated steel webs and concrete-filled steel tubular (CSW-CFST) truss chords are a new type of structure and have been used in bridges.
Hanhui Huang +3 more
doaj +1 more source
Temperature Response of Double-Layer Steel Truss Bridge Girders
Double-layer steel truss continuous girders are prone to significant temperature stress, deviation, torsion, and warping, thus causing adverse temperature structural responses, and also affecting the safety and durability of bridge structures. This paper
Shichao Wang +4 more
doaj +1 more source
The condition of joints in steel truss bridges is critical to railway operational safety. The available methods for the quantitative assessment of different types of joint damage are, however, very limited.
J. Zhan, Chuang Wang, Z. Fang
semanticscholar +1 more source

