Earthquake Performance of Reinforced-Concrete Shear-Wall Structure Using Nonlinear Methods

Author:

Çavdar Özlem1,Çavdar Ahmet2,Bayraktar Ender3

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Gümüşhane Univ., Gümüşhane 29100, Turkey (corresponding author).

2. Associate Professor, Dept. of Civil Engineering, Gümüşhane Univ., Gümüşhane 29100, Turkey.

3. Dept. of Civil Engineering, Gümüşhane Univ., Gümüşhane 29100, Turkey.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Reference13 articles.

1. AFAD (Afet ve Acil Durum Yönetimi Başkanlığı). (2017). “Republic of Turkey prime ministry disaster and emergency management authority.” ⟨http://www.deprem.gov.tr⟩ (Jun. 21 2016) (in Turkish).

2. Bayraktar E. (2012). “Determination of earthquake performance of existing reinforced concrete shear wall structures with nonlinear methods.” Master thesis Dept. of Civil Engineering Gümüşhane Univ. Gümüşhane Turkey.

3. Pushover and nonlinear time history analysis evaluation of a RC building collapsed during the Van (Turkey) earthquake on October 23, 2011

4. Seismic performance of a reinforced concrete frame building in China

5. Seismic performance of RC buildings subjected to past earthquakes in Turkey

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