Mathematical Macromodeling of Infilled Frames: State of the Art-Reference-Cited by-同舟云学术

Mathematical Macromodeling of Infilled Frames: State of the Art

Published:2011-12 Issue:12 Volume:137 Page:1508-1517
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Asteris P. G.¹²³⁴,Antoniou S. T.¹²³⁴,Sophianopoulos D. S.¹²³⁴,Chrysostomou C. Z.¹²³⁴

Affiliation:

1. Assistant Professor, Computational Mechanics Laboratory, Dept. of Civil and Construction Engineering, School of Pedagogical and Technological Education, N. Heraklion, Athens, Greece, GR 14121 (corresponding author).

2. SeismoSoft Research and Development Director, SeismoSoft—Software Solutions for Earthquake Engineering, Perikleous Stavrou St., Chalkis, Greece, GR 34100.

3. Assistant Professor, Dept. of Civil Engineering, Univ. of Thessaly, Pedion Areos, Volos, Greece, GR 38334.

4. Assistant Professor, Dept. of Civil Engineering and Geomatics, Cyprus Univ. of Technology, 3603 Lemesos, Cyprus.

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.0000384

Reference91 articles.

1. Andreaus U. Gerone M. D’Asdia P. and Iannozzi F. (1985). “A finite element model for the analysis of masonry structures under cyclic actions.” Proc. 7th Int. Brick Masonry Conf. Vol. 1 Univ. of Melbourne Melbourne Australia 479–488.

2. Lateral Stiffness of Brick Masonry Infilled Plane Frames

3. Closure to “Lateral Stiffness of Brick Masonry Infilled Plane Frames” by P. G. Asteris

4. Finite element micro-modeling of infilled frames;Asteris P. G.;Electron. J. Struct. Eng.,2008

5. Overstrength and Ductility Factors for Steel Frames Designed According to BS 5950

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