Effects of Underground Structure on Acceleration Response of Site

Article Preview

Abstract:

Through numerical simulation,the article analyzes the difference of ground surface acceleration response under the condition of free site and underground structure. The result shows: compared with free site, the underground structure has a greater influence on the peak value of ground surface acceleration and response spectrum. The paper also presents the influencing regularities.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 368-373)

Pages:

2791-2794

Citation:

Online since:

October 2011

Authors:

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Fishman K L, Mander J B, Richards R, et al:Laboratory study of seismic free-field response of sand[J] Soil Dynamics and Earthquake Engineering, 1995, 14: 33-43.

DOI: 10.1016/0267-7261(94)00017-b

Google Scholar

[2] Takahashi A,Takemura J:Liquefaction-induced large displacement of pile-supported wharf[J]. Soil Dynamics and Earthquake Engineering, 2005, 25: 811-825.

DOI: 10.1016/j.soildyn.2005.04.010

Google Scholar

[3] Iwatate T, Kobayashi Y, et al. Investigation and shaking table tests of subway structures of the Hyogoken-Nanbu eatthquake[J] 12WCEE, 2000, 1043

Google Scholar