Strength and Stiffness of Masonry-Infilled Frames with Central Openings Based on Experimental Results-Reference-Cited by-同舟云学术

Strength and Stiffness of Masonry-Infilled Frames with Central Openings Based on Experimental Results

Published:2013-06 Issue:6 Volume:139 Page:974-984
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Mohammadi Majid¹,Nikfar Farzad²

Affiliation:

1. Assistant Professor, International Institute of Earthquake Engineering and Seismology, No. 21, Arghavan Gharbi, Dibaji Shomali, 1953714453 Tehran, Islamic Republic of Iran (corresponding author).

2. Ph.D. Student, Dept. of Civil Engineering, McMaster Univ., Hamilton, ON, Canada L8S 4L8.

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%29ST.1943-541X.0000717

Reference35 articles.

1. Finite element simulation of the elastic behaviour of infilled frames with openings

2. Al-Chaar G. (2002). “Evaluating strength and stiffness of unreinforced masonry infill structures.” Rep. No. ERDC/CERL TR-02-1 U.S. Army Corps of Engineers Champaign IL.

3. Al-Chaar G. Lamb G. E. and Issa M. A. (2003). “Effects of openings on structural performance of unreinforced masonry infilled frames.” Large scale structural testing M. A. Issa and Y. L. Mo eds. American Concrete Institute Detroit.

4. Lateral Stiffness of Brick Masonry Infilled Plane Frames

5. Asteris P. G. Chrysostomou C. Z. Giannopoulos I. P. and Smyrou E. (2011). “Masonry infilled reinforced concrete frames with openings.” Proc. 3rd International Conf. on Comput. Methods in Struct. Dyn. and Earthq. Eng. European Community on Computational Methods in Applied Sciences Barcelona Spain.

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