Studies on Nonlinear Behavior of Shear Walls of Medium Aspect Ratio under Monotonic and Cyclic Loading-Reference-Cited by-同舟云学术

Studies on Nonlinear Behavior of Shear Walls of Medium Aspect Ratio under Monotonic and Cyclic Loading

Published:2016-02 Issue:1 Volume:30 Page:04014201
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Rama Rao G. V.¹,Gopalakrishnan N.²,Jaya K. P.³,Muthumani K.⁴,Reddy G. R.⁵,Parulekar Y. M.⁵

Affiliation:

1. Scientist, Advanced Seismic Testing and Research Laboratory, CSIR-Structural Engineering Research Centre, Taramani, Chennai 600113, India.

2. Chief Scientist, Advanced Seismic Testing and Research Laboratory, CSIR-Structural Engineering Research Centre, Taramani, Chennai 600113, India (corresponding author).

3. Professor, Structural Engineering Division, Anna Univ., Chennai 600 025, India.

4. Chief Scientist, Advanced Seismic Testing and Research Laboratory, CSIR-Structural Engineering Research Centre, Taramani, Chennai 600113, India.

5. Scientific Officer, Bhabha Atomic Research Centre, Anu Shakthi Nagar, Mumbai 400094, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0000724

Reference37 articles.

1. Simple Nonlinear Flexural Stiffness Model for Concrete Structural Walls

2. ASCE/SEI (Structural Engineering Institute). (2007). “Seismic rehabilitation of existing buildings.” 41-06 Reston VA.

3. ATC (Applied Technology Council). (1996). “Seismic evaluation and retrofit of concrete buildings.” Rep. No. SSC 96-01 ATC-40 California Seismic Safety Commission Redwood City CA.

4. The behavior of one-story reinforced concrete shear walls;Benjamin J. R.;J. Struct. Div.,1957

5. Bureau of Indian Standards. (1993). “Indian standard ductile detailing of reinforced concrete structures subjected to seismic forces—Code of practice.” IS:13920-1993 New Delhi India.

Cited by 16 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Research on Lateral Resistance Performance of Prestressed Cross-Laminated Timber–Concrete Composite Structures under Reciprocating Loads;Materials;2024-05-21

2. Reinforced ECC-UHPC-SCC composite modular framed shear wall systems under lateral cyclic loading;Structures;2024-05

3. Study on the Influence of Aspect Ratio on the Seismic Response and Overturning Resistance of a New Staggered Story Isolated Structure;World Journal of Engineering and Technology;2024

4. Seismic Response Control Strategies for Buildings;Lecture Notes in Civil Engineering;2023-11-21

5. Seismic Collapse Risk Assessment of Low-Aspect-Ratio Reinforced Concrete Shear Walls Using the FEMA P695 Methodology;Journal of Structural Engineering;2023-02