Results 31 to 40 of about 12,108 (230)
Study on Shear Lag Effect of Composite Box Girder Bridge with Corrugated Steel Webs
The corrugated steel webs composite box girder bridge is a new bridge structure with corrugated concrete webs with fold effects, which can replace traditional concrete webs. Compared with traditional concrete web box girder, the application of steel webs
Xu Dong
doaj +1 more source
The objective of this study is to analyse the difference of dynamic response of the deck pavement between a box girder bridge with corrugated steel webs and a concrete web box girder bridge.
Chundi Si +3 more
doaj +1 more source
Calibration of the finite element model of a twelve-span prestressed concrete bridge using ambient vibration data [PDF]
Peer ...
Beskhyroun, Sherif +2 more
core +2 more sources
In the construction of large-tonnage box girder, the construction load of box girder transport is generally greater than the operating load in highway industry; therefore, it is a crucial task to carry out accurate simulation and optimization on bearing ...
Lei Wang +4 more
doaj +1 more source
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.
core +1 more source
Free Shrinkage Strains of Box Girders with Concrete Overlays
The aging of reinforced concrete structures is one of the biggest concerns in civil engineering today since billions of dollars are spent annually on deck repairs and replacements. This study focuses on the rehabilitation of reinforced concrete box girders used in bridge construction.
Maria Giulia Parmiani, Luis Orta
openaire +2 more sources
Concrete box-girder structure is considered the thin-walled structure, undergoing deformation and forces, as well as having structural rigidity in three dimensional directions.
Wira Sucitra Ibrahim +5 more
doaj +1 more source
The excessive deflection of large-span cantilever cast prestressed concrete (LCCPC) box girders has always been a complex problem to be solved in bridge engineering.
Jie Liu +3 more
doaj +1 more source
Particle swarm optimization with sequential niche technique for dynamic finite element model updating [PDF]
Peer ...
Abdel-Ghaffar +74 more
core +1 more source
Impact of half‐joint failures on RC girder bridges: A robustness quantification study
Abstract The robustness of bridge structures is critical to ensuring safety and service continuity, particularly in aging infrastructure exposed to degradation and unexpected loads. Reinforced concrete (RC) half‐joint bridges—widely built in Italy between the 1950s and 1970s—exhibit specific vulnerabilities due to inspection challenges, durability ...
Paolo Martinelli, Matteo Colombo
wiley +1 more source

