Parametric study of cable-stayed bridge response due to traffic-induced vibration-Reference-Cited by-同舟云学术

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Parametric study of cable-stayed bridge response due to traffic-induced vibration

Published:1993-04 Issue:2 Volume:47 Page:321-339
ISSN:0045-7949
Container-title:Computers & Structures
language:en
Short-container-title:Computers & Structures

Author:

Khalifa M.A.

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modeling and Simulation,Civil and Structural Engineering

Reference12 articles.

1. Standard Specifications for Highway Bridges;The American Association of State Highway and Transportation Officials,1983

2. Seismic response analysis of cable-stayed bridges subjected to uniform and multiple-support excitations;Nazmy,1987

3. Analysis of traffic induced vibration and fatigue of cable-stayed bridges;Khalifa,1991

4. Damping stay cables with ties;Ehsan,1989

5. Bridge vibration due to vehicle moving over rough surfaces;Inbanathan;ASCE, J. Struct. Div.,1987

Cited by 6 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Effectiveness of Skewness on Dynamic Impact Factor of Concrete Multicell Box-Girder Bridges Subjected to Truck Loads;Arabian Journal for Science and Engineering;2014-07-09

2. DYNAMIC CHARACTERISTICS OF THE KAO PING HSI BRIDGE UNDER SEISMIC LOADING WITH FOCUS ON CABLE SIMULATION;International Journal of Structural Stability and Dynamics;2011-11-21

3. Influence of lateral motion of cable stays on cable-stayed bridges;Structural Engineering and Mechanics;2010-04-20

4. Effects of random road surface roughness and long-term deflection of prestressed concrete girder and cable-stayed bridges on impact due to moving vehicles;Computers & Structures;2001-03

5. Vibration analysis of bridges under moving vehicles and trains: an overview;Progress in Structural Engineering and Materials;2001

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