Kinematic response of single piles to vertically incident P-waves-Reference-Cited by-同舟云学术

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Kinematic response of single piles to vertically incident P-waves

Published:2013-10-14 Issue:6 Volume:43 Page:871-887
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct. Dyn.

Author:

Liu Qijian¹,Deng Fangjun¹,He Yibin¹

Affiliation:

1. College of Civil Engineering; Hunan University; Changsha Hunan 410082 China

Publisher

Wiley

Subject

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

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1002/eqe.2377/fullpdf

Reference25 articles.

1. The analytical method in geomechanics;Selvadurai;Applied Mechanics Review,2007

2. Early history of soil-structure interaction;Kausel;Soil Dynamics and Earthquake Engineering,2010

3. Kinematic seismic response of single piles and pile groups;Fan;ASCE Journal of Geotechnical Engineering,1991

4. Kinematic seismic response and bending of free-head piles in layered soil;Kavvadas;Geotechnique,1993

5. Simplified BNWF model for nonlinear seismic response analysis of offshore piles with nonlinear input ground motion analysis;EI-Naggar;Canadian Geotechnical Journal,2005

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1. Vertical seismic responses of floating pipe piles with soil plugs in layered soils;Computers and Geotechnics;2024-12

2. An analytical solution for vertical seismic response of an end-bearing pile in saturated soil considering pile-soil and free and scattered field water-soil interaction;Marine Structures;2024-11

3. Vertical seismic response of end-bearing piles in nearly saturated soil;Canadian Geotechnical Journal;2024-09-01

4. A unified depth-dependent soil mode function for horizontal response of single floating piles in layered soil using improved Tajimi’s model;Computers and Geotechnics;2024-08

5. Rigorous Solution for the Kinematic Response of Single Disconnected Piles Subjected to Vertically Incident P-Waves;Journal of Earthquake and Tsunami;2024-03-25

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