Lateral Load Tests on a Two-Story Unreinforced Masonry Building-Reference-Cited by-同舟云学术

Lateral Load Tests on a Two-Story Unreinforced Masonry Building

Published:2006-05 Issue:5 Volume:132 Page:643-652
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Yi Tianyi¹²³³,Moon Franklin L.¹²³³,Leon Roberto T.¹²³³,Kahn Lawrence F.¹²³³

Affiliation:

1. Structural Engineer, Stanley D. Lindsey and Associates, Ltd., Atlanta, GA 30339 (corresponding author). E-mail: tyi@sdl-atl.com

2. Assistant Professor, Dept. of Civil, Architectural and Environmental Engineering, Drexel Univ., Philadelphia, PA 19104-2816.

3. Professor, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA 30332-0355.

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%282006%29132%3A5%28643%29

Reference25 articles.

1. Abrams D. P. and Shah N. (1992). “Cyclic load testing of unreinforced masonry walls.” Advanced Construction Technology Center Rep. No. 92-26-10 College of Engineering Univ. of Illinois at Urbana-Champaign Urbana Ill.

2. Anthoine A. Magonette G. and Magenes G. (1995). “Shear-compression testing and analysis of brick masonry walls.” Proc. 10th European Conf. on Earthquake Engineering Taylor and Francis Rotterdam The Netherlands 1657-1662.

3. Applied Technology Council (ATC). (1999). “Evaluation of earthquake damaged concrete and masonry wall buildings technical resources.” FEMA-307 Federal Emergency Management Agency Washington D.C.

4. Applied Technology Council (ATC). (2000). “Prestandard and commentary for the seismic rehabilitation of buildings.” FEMA-356 Federal Emergency Management Agency Washington D.C.

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

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