Seismic Collapse Performance of a Full-Scale Concrete Building with Lightly Reinforced Columns-Reference-Cited by-同舟云学术

Seismic Collapse Performance of a Full-Scale Concrete Building with Lightly Reinforced Columns

Published:2021-12 Issue:12 Volume:147 Page:04021207
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Tore Erkan¹^ORCID,Demir Cem²,Comert Mustafa³,Ilki Alper⁴^ORCID

Affiliation:

1. Ph.D. Candidate, Engineering Faculty, Balikesir Univ., Balikesir 10145, Turkey (corresponding author). ORCID: .

2. Research Associate, Dept. of Civil Engineering, Istanbul Technical Univ., Maslak, Istanbul 34469, Turkey.

3. Assistant Professor, Engineering Faculty, Istanbul Kultur Univ., Istanbul 34158, Turkey.

4. Professor, Civil Engineering Faculty, Istanbul Technical Univ., Istanbul 34469, Turkey. ORCID: .

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.0003178

Reference60 articles.

1. Performance of reinforced concrete columns designed for flexure under severe displacement cycles;Acun B.;ACI Struct. J.,2010

2. Seismic vulnerability of non-ductile RC buildings in Pakistan through stochastic analysis of design/construction deficiencies

3. Seismic behavior of a full-scale RC frame repaired using CFRP laminates

4. Berry, M., M. Parrish, and M. Eberhard. 2004. PEER structural performance database user’s manual. Berkeley, CA: Univ. of California.

5. Boys A. D. K. Bull and S. Pampanin. 2008. “Seismic performance of concrete columns with inadequate transverse reinforcement.” In Proc. 2008 New Zealand Concrete Industry Conf. Rotorua New Zealand: Concrete NZ.

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