TECHNICAL PAPERS
Nov 1, 1997
Static Response of Infilled Frames Using Quasi-Static Experimentation
Authors: Khalid M. Mosalam, Richard N. White, and Peter GergelyAuthor Affiliations
Publication: Journal of Structural Engineering
Volume 123, Issue 11
Abstract
This paper treats an experimental investigation of gravity-load designed steel frames, i.e., steel frames with semirigid connections, infilled with unreinforced masonry walls and subjected to slowly applied cyclic lateral loads. Various geometrical configurations of the frame and the infill walls and different material types of the masonry walls are considered. Based on the results, a hysteresis model for infilled frames is formulated and discussed. All parameters in the model have physical meaning and are calibrated with experimental data.
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Published In
Journal of Structural Engineering
Volume 123 • Issue 11 • November 1997
Pages: 1462 - 4169
Copyright
Copyright © 1997 American Society of Civil Engineers.
History
Published online: Nov 1, 1997
Published in print: Nov 1997
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Affiliations
Khalid M. Mosalam
Asst. Prof., Dept. of Civ. and Envir. Engrg., Univ. of California, Berkeley, CA 94720.
Richard N. White
James A. Friend Family Prof. of Engrg., School of Civ. and Envir. Engrg., Cornell Univ., Ithaca, NY 14583.
Peter Gergely
Deceased (August 1995); formerly, Prof. of Struct. Engrg., Cornell University, Ithaca, NY.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.