Dynamic response of a tower-pier system on viscoelastic foundation with frictional interface-Reference-Cited by-同舟云学术

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Dynamic response of a tower-pier system on viscoelastic foundation with frictional interface

Published:1996-07 Issue:7 Volume:18 Page:546-557
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Younis C.J.,Gazetas G.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference22 articles.

1. Studies on the earthquake-resistant design of suspension bridge tower and pier system;Konishi,1969

2. Studies on the earthquakeresistant design of suspension bridge tower and pier system;Yamada,1973

3. Random response analysis of a nonlinear soil-suspension bridge pier;Yamada;Int. J. Earthquake Engng Struct. Dyn.,1979

4. Bridging Rion-Antirrion: geotechnical seismic problems;Gazetas,1977

5. Response of a base excited system with Coulomb and viscous friction;Hundal;J. Sound Vibr.,1979

Cited by 3 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. Effects of Damping Mechanisms in Free and Forced Vibrations of Some Structural Members;PAMM;2011-12

2. Analytical Solution of the Steady State Response of Suspension Bridge Tower-Pier Systems with Distributed Mass to Harmonic Base Excitation;Journal of Low Frequency Noise, Vibration and Active Control;2002-09

3. ANALYTICAL SOLUTION OF THE DYNAMIC RESPONSE OF SUSPENSION BRIDGE TOWER–PIER SYSTEMS WITH DISTRIBUTED MASS TO BASE EXCITATION;Journal of Sound and Vibration;2000-01

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