Dynamic response of soil deposits to vertical SH waves for different rigidity depth-gradients-Reference-Cited by-同舟云学术

Dynamic response of soil deposits to vertical SH waves for different rigidity depth-gradients

Published:2013-04 Issue: Volume:47 Page:41-50
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Vrettos Christos

Publisher

Elsevier BV

Subject

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

Reference20 articles.

1. A note on the response of an elastic overburden of varying rigidity to an arbitrary ground motion;Ambraseys;Bulletin of the Seismological Society of America,1959

2. Roesset JM, Whitman RV. Theoretical background for amplification studies. Research Report R69-15, Department of Civil Engineering, Massachusetts Institute of Technology; 1969.

3. The influence of ground conditions on ground motions during earthquakes;Seed;Journal of the Soil Mechanics and Foundations Division, ASCE,1969

4. Dobry R, Whitman R, Roesset JM. Soil properties and the one-dimensional theory of earthquake amplification. Research Report R71-18, Department of Civil Engineering, Massachusetts Institute of Technology; 1971.

5. Simplified procedures for estimating the fundamental period of a soil profile;Dobry;Bulletin of the Seismological Society of America,1976

Cited by 32 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. Consolidation behaviors of gas-bearing sediments with modulus varying along depth under horizontal loads;Engineering Analysis with Boundary Elements;2023-11

2. Dynamic Response of Lined Tunnel in Inhomogeneous Half Space with Variable Rigidity Under SH Waves;Journal of Earthquake and Tsunami;2023-08-25

3. Data‐driven 1D wave propagation for site response analysis;International Journal for Numerical and Analytical Methods in Geomechanics;2023-07-18

4. The viscoacoustic Green's function for the Helmholtz equation in a velocity gradient interface model;Geophysical Journal International;2023-01-10

5. Analytical 1D transfer functions for layered soils;Soil Dynamics and Earthquake Engineering;2022-12