Modal method for interaction of train and bridge-Reference-Cited by-同舟云学术

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Modal method for interaction of train and bridge

Published:1987-01 Issue:1 Volume:27 Page:119-127
ISSN:0045-7949
Container-title:Computers & Structures
language:en
Short-container-title:Computers & Structures

Author:

Tanabe Makoto,Yamada Yoshiaki,Hajime Wakui

Publisher

Elsevier BV

Subject

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

Reference9 articles.

1. Vibration of Solids and Structures Under Moving Loads;Fryba,1973

2. Zur Sleifigkeit von Eisenbahnbrücken für Schnellbahnen;Sonntag;Eisenbahntechnische Rundsch,1976

3. Dynamic interaction between vehicles and girders in high speed railways;Matsuura;Q. Rep. Rly tech. Res. Inst., Tokyo,1974

4. Dynamic behaviour of bridge girder for high speed railway bridge;Matsuura;Q. Rep. Rly tech. Res. Inst., Tokyo,1979

5. Allowable bent-angle of long-spanned suspension bridges determined by running property of Shinkansen car;Wakui,1978

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3. Train–Bridge Coupled Vibration of a Long-Span Steel Truss Suspension Bridge Under Complex Driving Conditions;International Journal of Structural Stability and Dynamics;2024-03-07

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