Improving Seismic Performance of Masonry Structures with Openings by Polypropylene Bands and L-Shaped Reinforcing Bars-Reference-Cited by-同舟云学术

Improving Seismic Performance of Masonry Structures with Openings by Polypropylene Bands and L-Shaped Reinforcing Bars

Published:2016-04 Issue:2 Volume:30 Page:04015003
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Nayak Sanket¹,Dutta Sekhar Chandra²

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Indian School of Mines, Dhanbad 826 004, Jharkhand, India.

2. Professor, Dept. of Civil Engineering, School of Infrastructure, Indian Institute of Technology Bhubaneswar, Bhubaneswar 751 013, Odisha, India (corresponding author).

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.1943-5509.0000733

Reference31 articles.

1. Agbabian M. S. Barnes S. B. and Kariotis J. C. (1984). “Methodology for mitigation of seismic hazards in existing unreinforced masonry buildings: The methodology.” ABK-TR-08 National Science Foundation Washington DC.

2. ASCE. (2007). “Seismic rehabilitation of existing buildings.” SEI Standard 41-06 Reston VA.

3. ATC (Applied Technology Council). (1998a). “Evaluation of earthquake damaged concrete and masonry wall buildings basic procedures manual.” FEMA 306 Washington DC.

4. ATC (Applied Technology Council). (1998b). “Evaluation of earthquake damaged concrete and masonry wall buildings technical resources.” FEMA 307 Washington DC.

5. ATC (Applied Technology Council). (1998c). “Repair of earthquake damaged concrete and masonry wall buildings basic procedures manual.” FEMA 308 Washington DC.

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