Collapse Analysis of Infilled Steel Frames by Endurance Time Method, M.Sc. Thesis Sharif University of Technology ; Esmaeil Pourestekanchi, Homayun (Supervisor)
Abstract
In many urban and rural areas, steel frames are infilled by masonry materials such as bricks. The resulting structural system is commonly known as an infilled frame. Nonlinear analysis of infilled frames using conventional analysis methods, such as incremental dynamic analysis (IDA), requires high levels of modeling complexity and computational effort, therefore in most practical cases; the infill panel is often neglected. Such an approximation results in a high level of inconsistency in evaluation of the actual behavior (e.g. lateral strength and stiffness) of these frames. Introducing more simple and straightforward methods of analysis and design for these frames, can be a solution to this...
Cataloging briefCollapse Analysis of Infilled Steel Frames by Endurance Time Method, M.Sc. Thesis Sharif University of Technology ; Esmaeil Pourestekanchi, Homayun (Supervisor)
Abstract
In many urban and rural areas, steel frames are infilled by masonry materials such as bricks. The resulting structural system is commonly known as an infilled frame. Nonlinear analysis of infilled frames using conventional analysis methods, such as incremental dynamic analysis (IDA), requires high levels of modeling complexity and computational effort, therefore in most practical cases; the infill panel is often neglected. Such an approximation results in a high level of inconsistency in evaluation of the actual behavior (e.g. lateral strength and stiffness) of these frames. Introducing more simple and straightforward methods of analysis and design for these frames, can be a solution to this...
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