Three-dimensional dynamic analysis for bridge–vehicle interaction with roadway roughness-Reference-Cited by-同舟云学术

Three-dimensional dynamic analysis for bridge–vehicle interaction with roadway roughness

Published:2005-07 Issue:19-20 Volume:83 Page:1627-1645
ISSN:0045-7949
Container-title:Computers & Structures
language:en
Short-container-title:Computers & Structures

Author:

Kim Chul Woo,Kawatani Mitsuo,Kim Ki Bong

Publisher

Elsevier BV

Subject

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

Reference29 articles.

1. History of strength of materials;Timoshenko,1982

2. Cantieni R. Dynamic behavior of highway bridges under the passage of heavy vehicles. EMPA Report No. 220; 1992.

3. The AASHO road test: Report 4-Bridge Research, Special Report 61D: National Academy of Science-National Research Council; 1962.

4. Walker WH, Veletsos AS. Response of simple-span highway bridges to moving vehicles. Bulletin 486: University of Illinois, Engineering Experiment Station, Urbana IL: 1966.

5. Nieto-Ramirez JA, Veletsos AS. Response of three-span continuous highway bridges to moving vehicles. Bulletin 489: University of Illinois, Engineering Experiment Station, Urbana IL: 1966.

Cited by 134 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. Fatigue life prediction of corroded hangers with parallel steel wire in a network arch bridge under vehicle-bridge interaction based on a novel noniterative simplified method;International Journal of Fatigue;2024-10

2. A framework specialized for large-scale vehicle–bridge interaction simulation;Computers & Structures;2024-09

3. Ride comfort and impact factor of a seven-span continuous cable-stayed bridge;Advances in Structural Engineering;2024-08-01

4. Numerical assessment of the dynamic load allowance on long-span modular steel bridges considering vehicle-bridge interaction;Journal of Physics: Conference Series;2024-06-01

5. Dynamic Response Analysis of Simply Supported Bridge through Experimental and Numerical Modelling Approaches;2024-04-03