Drift Estimates in Frame Buildings Subjected to Near-Fault Ground Motions-Reference-Cited by-同舟云学术

Drift Estimates in Frame Buildings Subjected to Near-Fault Ground Motions

Published:2005-07 Issue:7 Volume:131 Page:1014-1024
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Akkar Sinan¹²³,Yazgan Ufuk¹²³,Gülkan Polat¹²³

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Middle East Technical Univ., 06531 Ankara, Turkey.

2. Research Assistant, Institute of Structural Engineering, ETH Hönggerberg, 8093 Zürich, Switzerland.

3. Professor, Dept. of Civil Engineering, Middle East Technical Univ., 06531 Ankara, Turkey.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282005%29131%3A7%281014%29

Reference22 articles.

1. Alavi B. and Krawinkler H. (2001). “Effects of near-fault ground motion on frame structures.” Rep. No. 138 John A. Blume Earthquake Engineering Center Stanford Univ. Stanford Calif.

2. Attalla R. M. Paret T. F. and Freeman S. A. (1998). “Near-source behaviour of buildings under pulse-type earthquakes.” Proc. 6th U.S. National Conf. on Earthquake Engineering Seattle Washington Paper No. 270 .

3. Dynamic characteristics of multi-story buildings;Blume J. A.;J. Struct. Div. ASCE,1968

4. Building Seismic Safety Council (BSSC). (2003). “NEHRP recommended provisions for seismic regulations for new buildings and other structures.” Rep. No. FEMA 450 Washington D.C.

5. Drift Spectrum vs. Modal Analysis of Structural Response to Near-Fault Ground Motions

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