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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Copyright
© 2008 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Building design
- Case studies
- Cyclic strength
- Cyclic tests
- Design (by type)
- Earthquake engineering
- Engineering fundamentals
- Engineering materials (by type)
- Frames
- Geotechnical engineering
- Laboratory tests
- Material mechanics
- Material properties
- Materials engineering
- Metals (material)
- Methodology (by type)
- Research methods (by type)
- Seismic design
- Seismic tests
- Strength of materials
- Structural engineering
- Structural members
- Structural systems
- Tests (by type)
Authors
Affiliations
Professor, Department of Structural Engineering, University of California, San Diego, La Jolla, CA. E-mail: [email protected]
Design Engineer, Myers, Houghton & Partners, Long Beach, CA. E-mail: [email protected]
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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.