Nonlinear dynamic response of a tall building to near-fault pulse-like ground motions

Author:

Güneş Necmettin,Ulucan Zülfü Çınar

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference59 articles.

1. ACI 318-14 (2014) Building code requirements for structural concrete and commentary. American Concrete Institute, Farmington Hills

2. Akkar S, Gülkan P (2003) A Near-fault design spectrum and its drift limits. In: Fourth international conference on seismology and earthquake engineering. International Institute of Earthquake Engineering and Seismology, Tehran

3. Akkar S, Yazgan U, Gülkan P (2005) Drift estimates in frame buildings subjected to near-fault ground motions. ASCE J Struct Eng 131(7):1014–1024

4. Alavi B, Krawinkler H (2000) Consideration of near-fault ground motion effects in seismic design. In: 12th world conference on earthquake engineering, Auckland, New Zealand

5. Alavi B, Krawinkler H (2001) Effects of near-fault ground motions on frame structures. John A. Blume Earthquake Engineering Center Stanford. Report No: 138

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