A simplified response spectrum method for random vibration analysis of flexible base buildings-Reference-Cited by-同舟云学术

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A simplified response spectrum method for random vibration analysis of flexible base buildings

Published:1990-07 Issue:3 Volume:12 Page:185-194
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Asthana A.K.,Datta T.K.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference21 articles.

1. An efficient method of seismic analysis of structure foundation systems;Karasudhi;Geotechnical Engng,1975

2. Building foundation interaction effects;Parmlee;J. Engng Mech. Div. ASCE,1977

3. Seismic response of multi storey structures on flexible foundations;Parmlee;Bull. Seism. Soc. America,1969

4. Modal analysis for structures with foundation interaction;Rosset;J. Struct. Engng Div., ASCE,1973

5. Dynamic behaviour of building foundation systems;Veletsos;Earthquake Engng and Struct. Dyn.,1974

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. Response spectrum method for seismic soil–structure interaction analysis of underground structure;Bulletin of Earthquake Engineering;2019-06-17

2. Investigation of beneficial and detrimental effects of soil-foundation-structure interaction on the seismic response of shear buildings;KSCE Journal of Civil Engineering;2013-12-27

3. Seismic Soil Structure Interaction;Seismic Analysis of Structures;2010-08-13

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