Results 181 to 190 of about 737,545 (271)
Some of the next articles are maybe not open access.

Aerodynamic characteristics of a streamlined box girder under shear flow considering oncoming turbulence

The Physics of Fluids, 2023
Non-synoptic winds, such as typhoons and downbursts, are frequently characterized by shear flow associated with turbulence, which affects the aerodynamic performance of long-span bridges.
Lin Zhao   +5 more
semanticscholar   +1 more source

Experimental and numerical study on vibration and structure-borne noise of composite box-girder railway bridges

International Journal of Rail transportation, 2022
This paper adopts a proficient approach to evaluate vibration and structure-borne noise and makes up for the steel-concrete composite (SCC) box girder vacancy in the SCC structure.
Xiao Liu   +3 more
semanticscholar   +1 more source

Experimental and numerical investigation on wave impacts on box-girder bridges

Structure and Infrastructure Engineering, 2022
Climate change could result in more extreme weather events and induce increasing challenges to the low-lying coastal bridges. The structural performance of box-girder bridges under wave impacts was seldom investigated. In this paper, a three-dimensional (
Deming Zhu, You Dong, D. Frangopol
semanticscholar   +1 more source

Investigation on aerodynamic force nonlinear evolution for a central-slotted box girder under torsional vortex-induced vibration

Journal of Fluids and Structures, 2021
Central-slotted box girders are widely employed in long-span bridges owing to their advantageous flutter stability. However, the existence of a central slot can degrade their performance under vortex-induced vibrations (VIVs).
Shengyuan Liu   +4 more
semanticscholar   +1 more source

Experimental investigation of focused wave action on coastal bridges with box girder

, 2021
The waves generated by hurricanes, together with storm surges, have led to severe damage and even failures in many coastal bridges in the Gulf of Mexico.
Qinghe Fang   +4 more
semanticscholar   +1 more source

Residual performance and damage mechanism of prestressed concrete box girder bridge subjected to falling heavy object impact

Structure and Infrastructure Engineering, 2022
Extreme vertical impact loading from dropped heavy cargo or falling rocks threatens the safety of bridge structures. The impact behavior and post-impact performance of a multi-piece prestressed concrete (PC) box girder bridge were investigated through ...
Jingfeng Zhang   +6 more
semanticscholar   +1 more source

Innovative Box girder having Footpath at Bottom of Box girder by Cantilevering Soffit slab

IABSE Congress Reports, 2023
<p>Innovative structural forms for medium span bridges are a challenging effort for bridge design engineers especially in built-up area locations, where social impact plays a crucial role. Box girders are flexible forms compared to conventional ‘I’ girders, in the sense that they can have curved plan as well as varying shape of cross sections ...
null Arun K. V., null Beena K. P.
openaire   +1 more source

Long-term temperature field of steel-box girder of a long-span bridge: Measurement and simulation

, 2021
The temperature field of a long-span bridge is variant with an underlying statistical property due to the periodically time-varying solar radiation and the unceasing structural heat exchange with surrounding environment.
T. Tao   +5 more
semanticscholar   +1 more source

Mechanical behavior of an innovative steel–concrete joint for long-span railway hybrid box girder cable-stayed bridges

Engineering structures, 2021
This research proposes an innovative steel–concrete joint, which utilizes front and rear bearing plates and concrete filled steel cells, for long-span railway hybrid box girder cable-stayed bridges.
Ya-dong Yao   +4 more
semanticscholar   +1 more source

Experimental study on characteristics of vortex-induced vibration of a twin-box girder and damping effects

Journal of Fluids and Structures, 2021
To investigate the characteristics of vortex-induced vibration (VIV) of the twin-box girder, we carried out the VIV wind tunnel tests. The VIV of the twin-box girder occurs in the range of 4.680 ≤ U r ≤ 6.113, with the maximum dimensionless VIV ...
Buchen Wu, Shujin Laima
semanticscholar   +1 more source

Home - About - Disclaimer - Privacy