Effect of Shear Wall Area to Floor Area Ratio on the Seismic Behavior of Reinforced Concrete Buildings-Reference-Cited by-同舟云学术

Effect of Shear Wall Area to Floor Area Ratio on the Seismic Behavior of Reinforced Concrete Buildings

Published:2013-11 Issue:11 Volume:139 Page:1928-1937
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Burak Burcu¹,Comlekoglu Hakki Gurhan²

Affiliation:

1. Assistant Professor, Civil Engineering Dept., Middle East Technical Univ., Ankara 06800, Turkey (corresponding author).

2. Civil Engineer, HGC Design, Application and Consultancy Company, Yildirim Mh. Civiciler Sk. No: 19/1, Balikesir 10100, 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%29ST.1943-541X.0000785

Reference22 articles.

1. American Concrete Institute (ACI). (2011). “Building code requirements for structural concrete.” ACI 318-11 Farmington Hills MI.

2. Applied Technology Council (ATC). (1996). “Seismic evaluation and retrofit of concrete buildings Vol. 1.” ATC 40 Redwood City CA.

3. ASCE. (2006). “Seismic rehabilitation of existing buildings.” ASCE SEI 41 Reston VA.

4. Canbolat B. B. Soydas O. and Yakut A. (2009). “Influence of shear wall index on the seismic performance of reinforced concrete buildings.” Proc. World Council of Civil Engineers - European Council of Civil Engineers - Turkish Chamber of Civil Engineers (WCCE-ECCE-TCCE) Joint Conf. (CD-ROM) Tubitak Ankara Turkey.

5. Comlekoglu H. G. (2009). “Effect of shear walls on the behavior of reinforced concrete buildings under earthquake loading.” M.S. thesis Middle East Technical Univ. Ankara Turkey.

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