Results 11 to 20 of about 18,996 (232)

Study on the Dynamic Response of Composite Box Girder Bridges with Corrugated Steel Webs

open access: yesAdvances in Civil Engineering, 2023
To more accurately consider the dynamic response of composite box girder bridges with corrugated steel webs under the effect of live loads, based on the theory of vehicle-bridge coupled vibration, a refined finite element model of vehicle-bridge coupled ...
Ya-Na Mao   +3 more
doaj   +1 more source

Study on Sunshine Stress Effect of Long-Span and Wide Concrete Box Girder

open access: yesInternational Journal of Photoenergy, 2022
In order to further clarify the sunshine stress effect of long-span and wide concrete box girder, the study selected a concrete box girder with 4×42 m span and 33.5 m width, formed the temperature field load through a field test and numerical simulation,
Wang Cheng   +3 more
doaj   +1 more source

Simulation-Based Tracking Test and Optimization of Large-Tonnage Box Girder Transport with Trolley on an Erected Bridge

open access: yesAdvances in Civil Engineering, 2022
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

Bending behavior test and assessment for full-scale PC box girder reinforced by prestressed CFRP plate [PDF]

open access: yes, 2015
This paper focuses on behavior of full scale prestressed concrete (PC) box girder with difference degrees of damage derived from service stage. According to typical structural damage, strengthening measures are proposed, including gluing steel plate ...
Duan, Lan   +3 more
core   +1 more source

Modeling for assessment of long-term behavior of prestressed concrete box-girder bridges [PDF]

open access: yes, 2018
Large-span prestressed concrete (PC) box-girder bridges suffer excessive vertical deflections and cracking. Recent serviceability failures in China show that the current Chinese standard modeling approach fails to accurately predict long-term ...
ADINA R & D, Inc   +9 more
core   +1 more source

Study on Shear Lag Effect of Composite Box Girder Bridge with Corrugated Steel Webs

open access: yesChemical Engineering Transactions, 2017
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

Mechanical Performance Analysis and Parametric Study of a Self-Anchored Suspension Bridge with Ultra-Wide Double-Sided Steel Box Girder

open access: yesAdvances in Civil Engineering, 2021
A sufficient understanding of mechanical performance of self-anchored suspension bridge with double-sided steel box girder is essential for design and normal use as such bridges are widely built in urban bridge.
Fangwen Wu   +5 more
doaj   +1 more source

GPS monitoring of a steel box girder viaduct [PDF]

open access: yes, 2012
Structural performance monitoring of bridges has increased as major infrastructure ages and is required to sustain loads that are significantly greater than those predicted during design.
Brown, CJ, Ogundipe, O, Roberts, GW
core   +1 more source

Comparative Study on Dynamic Response of Deck Pavement of Two Kinds of Box Girder Bridges under Moving Loads

open access: yesShock and Vibration, 2019
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

Experimental investigation into amplitude-dependent modal properties of an eleven-span motorway bridge [PDF]

open access: yes, 2015
The authors would like to thank their supporters. New Zealand Earthquake Commission (EQC) Research Foundation provided financial support for experimental work (Grant No. UNI/578). New Zealand Transport Agency (NZTA) provided access to the bridge.
Beskhyroun, Sherif   +2 more
core   +1 more source

Home - About - Disclaimer - Privacy