Lateral Stiffness of Brick Masonry Infilled Plane Frames-Reference-Cited by-同舟云学术

Lateral Stiffness of Brick Masonry Infilled Plane Frames

Published:2003-08 Issue:8 Volume:129 Page:1071-1079
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Asteris P. G.¹

Affiliation:

1. Visiting Assistant Professor, Faculty of Technological Applications, Technological Educational Institution of Athens, Agiou Spyridonos Str., GR 122 10 Egaleo, Greece.

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%3A8%281071%29

Reference29 articles.

1. Asteris P. G. (1996). “A method for the modelling of infilled frames (method of contact points).” Proc. 11th World Conf. on Earthquake Engineering Acapulco Mexico.

2. Asteris P. G. (2000). “Analysis of anisotropic nonlinear masonry.” PhD thesis National Technical Univ. of Athens Athens Greece.

3. Asteris P. G. (2003). “Analysis of masonry infilled frames using a finite element technique.” J. Struct. Eng. in press.

4. Benjamin J. E. and Williams H. A. (1958). “The behavior of one story brick shear walls.” J. Struct. Div. ASCE 84(4).

5. Pseudodynamic Testing of Masonry Infilled Reinforced Concrete Frame

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