Results 11 to 20 of about 1,443,742 (251)

Lateral buckling of steel I-section bridge girders braced by U-frames [PDF]

open access: yes, 1992
Tbe study consists of an experimental and analytical investigation into the lateral buckling behaviour of steel I-section girders braced by continuous or discrete U-frames.
Yuen, Rose Mui
core   +7 more sources

Research on Seismic Performance and Reinforcement Methods for Self-Centering Rocking Steel Bridge Piers

open access: yesApplied Sciences, 2023
To study the seismic performance of self-centering circular-section rocking steel bridge piers whose functions can be restored after an earthquake, a high-precision finite element (FE) analysis model of such a bridge piers was established. The hysteresis
Hanqing Zhuge   +3 more
doaj   +1 more source

Fatigue experimental study on full-scale large sectional model of orthotropic steel deck of urban rail bridge

open access: yesAdvances in Mechanical Engineering, 2023
The fatigue problem of orthotropic steel bridge decks of urban rail transit steel bridges has gradually become one of the hot research topics. And it is also a key problem that restricts the further development of rail transit steel bridges.
Yong Zeng   +5 more
doaj   +1 more source

Seismic Performance of Steel Box Bridge Piers with Earthquake-Resilient Function

open access: yesAdvances in Civil Engineering, 2020
A novel steel box bridge pier with replaceable energy dissipation wall plates at the base was proposed. After moderate earthquakes, the damaged energy dissipation wall plates and constraining steel plates on the two sides could be rapidly replaced, while
Haifeng Li, Wenwei Luo, Jun Luo
doaj   +1 more source

Alternative Load Path Analysis for Determining the Geometric Agreement of a Cable-Stayed Bridge with Steel Truss Girders

open access: yesAdvances in Civil Engineering, 2021
The geometric agreement, commonly hailed as load-transferring paths within bridge structures, is significantly crucial to the bridge structural mechanical performance, such as capacity, deformation, and collapse behavior.
Xiaobo Zheng   +3 more
doaj   +1 more source

Case study on performance monitoring and stability analysis of Baishihu suspension bridge and side slope

open access: yesJournal of Civil Engineering and Management, 2022
The main structure of the Baishihu suspension bridge was connected to the anchor foundations by three main steel cables. The wooden pedestrian deck was fixed to the main steel cables using steel beams and was stabilized by two stabilizing cables.
Chihcheng Chen   +2 more
doaj   +1 more source

Deformation and energy dissipation of steel box girders of cable-stayed bridges subjected to blast loadings [PDF]

open access: yesSustainable Structures, 2023
Steel box girders are widely used in cable-stayed bridges, while they are prone to severe damage under explosions. This paper investigates the deformation and energy dissipation of steel box girder of cable-stayed bridges under blast impact, caused by ...
Yu Zhu, Shaoyu Zhao, Yuye Zhang
doaj   +1 more source

Method of Calculating Life-Cycle Fatigue Damage of Orthotropic Steel Bridge Decks under the Combined Actions of Vehicle Loads and Pavement Temperature

open access: yesShock and Vibration, 2020
The fatigue analysis on orthotropic steel bridge decks is a hot topic in bridge engineering field. This study provides one method for fatigue analysis under the combined actions of vehicle loads and pavement temperature.
Gaoxin Wang   +3 more
doaj   +1 more source

Numerical investigation of the dynamic responses of steel-concrete girder bridges subjected to moving vehicular loads

open access: yesMeasurement + Control, 2021
The steel-concrete composite girder bridge is a new type of bridge. The steel girder and concrete slab are connected together by connectors and bear the common force so that the tensile performance of steel and the compressive performance of concrete can
Qingfei Gao   +4 more
doaj   +1 more source

Redesign of The Overpass Bridge Structure at Km 839+450 Toll Road Pasuruan-Probolinggo Using Parker Type Truss Bridge

open access: yesBerkala Sainstek, 2023
The Overpass Bridge Km 839+450 Pasuruan - Probolinggo Toll Road which is located in Leces District, Probolinggo Regency, East Java has a total span length of 144 meters with a Girder I bridge type. This bridge has 5 spans with 4 pillars.
Achmad Zakaria Ma'arif   +2 more
doaj   +1 more source

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