Pseudo-Dynamic Testing of Unreinforced Masonry Building with Flexible Diaphragm-Reference-Cited by-同舟云学术

Pseudo-Dynamic Testing of Unreinforced Masonry Building with Flexible Diaphragm

Published:2003-06 Issue:6 Volume:129 Page:708-716
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Paquette Jocelyn¹,Bruneau Michel²

Affiliation:

1. Conservation Engineer, Heritage Conservation Program, Public Works and Government Services Canada, 25 Eddy, Hull, Québec, Canada K1A 0M5.

2. Professor and Deputy Director, Multi-Disciplinary Centre for Earthquake Engineering Research, Dept. of Civil and Environmental Engineering, 130 Ketter Hall, State Univ. of New York, Buffalo, NY 14260.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282003%29129%3A6%28708%29

Reference21 articles.

1. ABK A joint venture. (1984). “Methodology for mitigation of seismic hazards in existing unreinforced masonry buildings: The methodology.” Rep. ABK-TR-08 Agbabian & Associates S. B. Barnes & Associates and Kariotis & Associates El Segundo Calif.

2. Preliminary report of structural damage from the Loma Prieta (San Francisco) earthquake of 1989 and pertinence to Canadian structural engineering practice

3. Seismic evaluation of unreinforced masonry buildings — a state-of-the-art report

4. State‐of‐the‐Art Report on Seismic Performance of Unreinforced Masonry Buildings

5. Performance of masonry structures during the 1994 Northridge (Los Angeles) earthquake

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