Soil-pile-structure interaction under SH wave excitation-Reference-Cited by-同舟云学术

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Soil-pile-structure interaction under SH wave excitation

Published:2003 Issue:3 Volume:32 Page:395-415
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng. Struct. Dyn.

Author:

Koo K. K.,Chau K. T.,Yang X.,Lam S. S.,Wong Y. L.

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference34 articles.

1. Pile Foundation Analysis and Design. Wiley: New York, 1980.

2. Soil-pile foundation interaction. In Earthquake Engineering, (ed.), Chapter 14. Prentice Hall: Englewood Cliffs, NJ, 1970.

3. Geotechical S;Mizuno,1987

4. Foundation damage of structures. Soils and Foundations (special issue) 1996; 189-200.

5. Building damage associated with geotechnical problems. Soils and Foundations (special issue) 1996; 219-234.

Cited by 16 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. Revised pile-pile mutual interaction factors for seismic analysis of end-bearing pile groups embedded in saturated stratum;Soil Dynamics and Earthquake Engineering;2024-07

2. Horizontal Vibration of Pile in Transversely Isotropic Saturated Soil Based on Saturated Porous Medium Theory;Journal of Applied Mathematics;2023-11-15

3. Study on the Lateral Dynamic Impedance of Pile Groups in Transversely Isotropic Soil Using Novak’s Plane Model;Journal of Applied Mathematics;2023-03-16

4. Effect of a symmetric V‐shaped canyon on the seismic response of an adjacent building under oblique incident SH waves;Earthquake Engineering & Structural Dynamics;2023-02-22

5. Towards the Role of Soil-Structure Interaction on Transverse Kinematic Response of a Downhole Seismometer to S-Waves: A Viscoelastic Solution;2023

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