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Effect Of Depth Of Ground Water On The Seismic Response Of Frame Type Buildings On Sand Deposits. Part I: Soil Response

Thumbnail
Author
Dikmen, S. Ümit
Türk, Ahmet Murat
Kıymaz, Güven
Type
Article
Date
2009
Language
en_US
Metadata
Show full item record
Abstract
Earthquake codes often times classify the subsoil based on their shear wave velocities which are mostly calculated based on the situ static conditions. However, it has been shown by various researchers that saturated sands exhibit a softening behavior under cyclic conditions. As a result of this behavior the surface response may be significantly affected by the existence of ground water. In this study, the effect of depth of water table on the seismic response of sand deposits is investigated.
Subject
seismic
sand
ground water
ground response
effective stress-analysis
1994 northridge
liquefaction
earthquake
acceleration
California
sismik
kum
yeraltı suyu
zemin tepkisi
efektif gerilme analizi
sıvılaşma
deprem
hızlanma
Kaliforniya
URI
http://hdl.handle.net/11413/1273
Collections
  • Makaleler / Articles [123]
  • WoS Publications [1016]

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İstanbul Kültür University

Hakkında |Politika | Kütüphane | İletişim | Send Feedback | Admin

Istanbul Kültür University, Ataköy Campus E5 Karayolu Üzeri Bakırköy 34158, İstanbul / TURKEY
Copyright © İstanbul Kültür University

Creative Commons Lisansı
IKU Institutional Repository, Creative Commons Alıntı-GayriTicari-Türetilemez 4.0 Uluslararası Lisansı ile lisanslanmıştır.

Designed by  UNIREPOS