Chapter
Apr 26, 2012

Research on Cyclic Behavior and Design of Metal Buildings

Publication: Structures Congress 2008: Crossing Borders

Abstract

Full-scale testing of a metal building was conducted to develop a seismic design procedure for metal buildings. Testing indicated that the system has high system overstrength and high deformability. A design procedure based on drift considerations is proposed. Drift capacity is calculated from routine design, and drift demand can be calculated from the design spectrum. A case study of 10 metal building frames designed in accordance with the current practice indicates that, for those cases where metal sidewalls were used, a safety factor of 1.4 can be achieved without increasing member sizes. When hard sidewalls are used, however, metal frames designed in accordance with the current design practice can be significantly undersized.

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Go to Structures Congress 2008
Structures Congress 2008: Crossing Borders
Pages: 1 - 9

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Published online: Apr 26, 2012

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Chia-Ming Uang [email protected]
Professor, Department of Structural Engineering, University of California, San Diego, La Jolla, CA. E-mail: [email protected]
Jong-Kook Hong [email protected]
Design Engineer, Myers, Houghton & Partners, Long Beach, CA. E-mail: [email protected]

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