Augmenting Strength of Collapsed Unreinforced Masonry Junctions: Principal Damage Feature of Walls Damaged by Moderate Indian Earthquakes-Reference-Cited by-同舟云学术

Augmenting Strength of Collapsed Unreinforced Masonry Junctions: Principal Damage Feature of Walls Damaged by Moderate Indian Earthquakes

Published:2013-11 Issue:4 Volume:14 Page:281-285
ISSN:1527-6988
Container-title:Natural Hazards Review
language:en
Short-container-title:Nat. Hazards Rev.

Author:

Dutta Sekhar Chandra¹,Mukhopadhyay Parthasarathi²,Goswami Kundan³

Affiliation:

1. Professor of Civil Engineering, School of Infrastructure, Indian Institute of Technology Bhubaneswar, Samantapuri, Bhubaneswar, Orissa, PIN 751013, India.

2. Associate Professor, Dept. of Architecture, Town and Regional Planning, Bengal Engineering and Science Univ., Shibpur, P.O. Botanic Garden, Howrah, West Bengal, PIN 711103, India (corresponding author).

3. Senior Research Fellow, Dept. of Civil Engineering, Indian Institute of Technology Kanpur, Uttar Pradesh, PIN 208016, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Social Sciences,General Environmental Science,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29NH.1527-6996.0000096

Reference14 articles.

1. Bureau of Indian Standards (BIS). (1989). “Code of practice for structural use of unreinforced masonry (third revision).” IS 1905:1987 New Delhi India.

2. Bureau of Indian Standards (BIS). (1992). “Common burnt clay building bricks—Specification (fifth revision).” IS 1077:1992 New Delhi India.

3. Bureau of Indian Standards (BIS). (2002). “Criteria for earthquake resistant design of structures Part 1: General provisions and buildings (fifth revision).” IS 1893:2002 New Delhi India.

4. Bureau of Indian Standards (BIS). (2004). “Earthquake resistant design and construction of buildings—Code of practice (second revision).” IS 4326:1993 New Delhi India.

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