Experimental Investigation of Confined Masonry Walls with Openings

Author:

Gupta Akshay1ORCID,Singhal Vaibhav2ORCID

Affiliation:

1. Ph.D. Student, Dept. of Civil and Environmental Engineering, Indian Institute of Technology Patna, Bihta, Bihar 801103, India. ORCID: .

2. Associate Professor, Dept. of Civil and Environmental Engineering, Indian Institute of Technology Patna, Bihta, Bihar 801103, India (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Reference45 articles.

1. A COMPARATIVE STUDY OF STRENGTHENING AND RETROFITTING MEASURES FOR UNREINFORCED BRICK MASONRY MODEL UNDER CYCLIC TESTING

2. The Effects of Amount and Location of Openings on Lateral Behavior of Masonry Infilled RC Frames

3. Al-Chaar, G., G. E. Lamb, and M. A. Issa. 2003. “Effects of openings on structural performance of unreinforced masonry infilled frames.” In Large scale structural testing, edited by M. A. Issa and Y. L. Mo. Farmington Hills, MI: American Concrete Institute.

4. Alcocer S. M. J. G. Arias and A. Vazquez. 2004. “Response assessment of Mexican confined masonry structures through shaking table tests.” In Proc. 13th World Conf. of Earthquake Engineering. Vancouver BC Canada: Canadian Association for Earthquake Engineering.

5. Test program on the seismic behavior confined masonry structures;Alcocer S. M.;Masonry Soc. J.,1995

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