Seismic Performance of Different Masonry Buildings: Full-Scale Experimental Study-Reference-Cited by-同舟云学术

Seismic Performance of Different Masonry Buildings: Full-Scale Experimental Study

Published:2016-10 Issue:5 Volume:30 Page:04016006
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Chourasia Ajay¹,Bhattacharyya S. K.²,Bhandari N. M.³,Bhargava Pradeep³

Affiliation:

1. Principal Scientist, CSIR-Central Building Research Institute, Roorkee 247667, India (corresponding author).

2. Director, CSIR-Central Building Research Institute, Roorkee 247667, India.

3. Professor, Indian Institute of Technology Roorkee, Roorkee 247667, 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.1943-5509.0000850

Reference41 articles.

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2. Aguilar G. Meli R. Diaz R. and Vazquez-Del-Mercado R. (1996). “Influence of horizontal reinforcement on the behaviour of confined masonry walls.” Proc. 11th Conf. on Earthquake Engineering Elsevier Philadelphia.

3. Alcocer S. M. Arias J. G. and Vázquez A. (2004). “Response assessment of Mexican confined masonry structures through shaking table test.” Proc. 13th World Conf. on Earthquake Engineering Vancouver BC Canada.

4. ASTM. (2001a). “Standard test method for compressive strength of hydraulic cement mortars.” ASTM C109/C109M-99 West Conshohocken PA.

5. ASTM. (2001b). “Standard test method for compressive strength of masonry prisms.” ASTM C1314-00a West Conshohocken PA.

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