A simplified method of calculating the impedance and foundation input motion of foundations with a large number of piles-Reference-Cited by-同舟云学术

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A simplified method of calculating the impedance and foundation input motion of foundations with a large number of piles

Published:2015-11 Issue: Volume:78 Page:175-188
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Zhou Fangyuan,Wen Xuezhang,Fukuwa Nobuo,Zhu Hongping

Funder

National Natural Science Foundation of China

National Basic Research Program (973) of China

Publisher

Elsevier BV

Subject

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

Reference18 articles.

1. Dynamic stiffness and seismic response of pile groups;Kaynia,1982

2. Dynamics of piles and pile groups in layered soil media;Kaynia;Soil Dyn Earthq Eng,1991

3. Dynamic interaction factors for floating pile groups;Gazetas;J Geotech Eng ASCE,1991

4. Response of pile foundations to Rayleigh waves and obliquely incident body waves;Kaynia;Earthq Eng Struct Dyn,1992

5. Dynamic behaviour of pile foundations in homogeneous and non-homogeneous media;Miura;Earthq Eng Struct Dyn,1994

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