Sismik zemin sıvılaşmasında zemin-yapı-deprem etkileşimi

Date

2007-10-20

Author

Unutmaz, Berna
Çetin, Kemal Önder

Metadata

Show full item record

This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

Item Usage Stats

32
views

0
downloads

URI

https://hdl.handle.net/11511/92406

Conference Name

Altıncı Ulusal Deprem Mühendisliği Konferansı

Collections

Department of Civil Engineering, Conference / Seminar

Suggestions

OpenMETU
Core

Sismik zemin sıvılaşmasında zemin-yapı-deprem etkileşimi Unutmaz, Berna; Çetin, Kemal Önder (2008-11-01)
A Comparative assessment of seismic soil liquefaction triggering relationships Ilgaç, Makbule; Çetin, Kemal Önder; Department of Civil Engineering (2015) Starting with 1964 Niigata and Alaska Earthquakes, seismic soil liquefaction behavior has become a major research stream in geotechnical earthquake engineering. Since then, a number of investigators (e.g.: Seed et. al. (1984), Liao et. al. (1988, 1998), Toprak et. al. (1999), Cetin et. al. (2004) and Idriss and Boulanger (2004, 2008, 2012)) introduced deterministic and probabilistic liquefaction triggering assessment methodologies. The scope of this study is to develop an SPT-based seismic soil liquefaction...
Comparison of design codes for seismically isolated structures Acar, Emre; Akyüz, Uğurhan; Department of Civil Engineering (2005) This study presents information on the design procedure of seismic base isolation systems. Analysis of the seismic responses of isolated structures, which is oriented to give a clear understanding of the effect of base isolation on the nature of the structure; and discussion of various isolator types are involved in this work. Seismic isolation consists essentially of the installation of mechanisms, which decouple the structure, and its contents, from potentially damaging earthquake induced ground motions. ...
Sismik tehlike analizi: Kritik yapıların tasarımı için bir değerlendirme Yunatçı, A. Anıl; Çetin, Kemal Önder (2009-05-15)
Response of asymmetric isolated buildings under bidirectional excitations of near-fault ground motions Fitoz, Hatice Eda; Akyüz, Uğurhan; Department of Civil Engineering (2012) Isolator displacements, floor accelerations, roof displacements, base shear and torsional moments are basic parameters that are considered in the design of seismically isolated structures. The aim of this study is to evaluate the effects of bidirectional earthquake excitations of near fault records on the response of base isolated structures in terms of basic parameters mentioned above. These parameters computed from nonlinear response history analysis (RHA) and they are compared with the parameters compute...

Citation Formats

B. Unutmaz and K. Ö. Çetin, “Sismik zemin sıvılaşmasında zemin-yapı-deprem etkileşimi,” presented at the Altıncı Ulusal Deprem Mühendisliği Konferansı, İstanbul, Türkiye, 2007, Accessed: 00, 2021. [Online]. Available: https://hdl.handle.net/11511/92406.