Approximate soil–structure interaction analysis by a perturbation approach: The case of soft soils-Reference-Cited by-同舟云学术

Approximate soil–structure interaction analysis by a perturbation approach: The case of soft soils

Published:2014-11 Issue: Volume:66 Page:415-428
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Lanzi Armando,Enrique Luco J.

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference27 articles.

1. Approximate soil-structure interaction analysis by a perturbation approach: The case of stiff soils;Luco;Soil Dyn Earth Eng,2013

2. Bielak J. Earthquake response of building-foundation systems. Report EERL 71-04. Pasadena, CA: Earthquake Engineering Research Laboratory, California Institute of Technology; 1971.

3. Dynamic behaviour of structures with embedded foundations;Bielak;Earthq Eng Struct Dyn,1975

4. Dynamics of building–soil interaction;Jennings;Bull Seismol Soc Am,1973

5. Dynamic behavior of building-foundation systems;Veletsos;Earthq Eng Struct Dyn,1974

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. The Possibility of Detrimental Effects on Soil–Structure Interaction in Seismic Design Due to a Shift in System Frequency;Applied Sciences;2024-08-26

2. Insights into damping ratios in buildings;Earthquake Engineering & Structural Dynamics;2020-11-04

3. Performance degradation of tuned-mass-dampers arising from ignoring soil-structure interaction effects;Soil Dynamics and Earthquake Engineering;2019-10

4. Soil-structure system frequency and damping: Estimation from eigenvalues and results for a 2D model in layered half-space;Earthquake Engineering & Structural Dynamics;2018-05-25

5. Correction factors for SSI effects predicted by simplified models: 2D versus 3D rectangular embedded foundations;Earthquake Engineering & Structural Dynamics;2018-05-20