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Collapse Vulnerability and Seismic Design of Metal Buildings
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  Experiment-2: Full-Scale Metal Building Frame with Metal Panel Sidewalls
Dates: April 21, 2010 - April 27, 2010
Description: This full-scale metal building specimen is the first in a series of specimens for shake-table testing. This specimen has a 20' eave height, 60' clear span, and 18' bay width (representing 20'). It is composed of two, steel, built-up, web-tapered, gabled...
Facility: University of California, San Diego, CA, United States
MBMA Shake Table Testing - Specimen 1 - Typical Metal Building With Metal Panel Sidewalls

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  Experiment-3: Full-Scale Metal Building Frame with Heavy Wall Attachments
Dates: May 20, 2010 - June 02, 2010
Description: This full-scale metal building specimen is the second in a series of specimens for shake-table testing. This specimen has a 20' eave height, 60' clear span, and 18' bay width (representing 20'). It is composed of two, steel, built-up, web-tapered,...
Facility: University of California, San Diego, CA, United States
MBMA Shake Table Testing - Specimen 2 - Metal Building With Heavy Sidewall Attachment

 Launch

1 Interactive Files
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  Experiment-4: Full-Scale Metal Building Frame with Heavy Wall Attachment and Mezzanine
Dates: June 17, 2010 - June 18, 2010
Description: This full-scale metal building specimen is the third and last in a series of specimens for shake-table testing. This specimen has a 20' eave height, 60' clear span, and 18' bay width (representing 20'). It is composed of two, steel, built-up, web-tapered...
Facility: University of California, San Diego, CA, United States
MBMA Shake Table Testing - Specimen 3 - Metal Building With Compact Flanges, Mezzanine, and Heavy Wall

 Launch

1 Interactive Files
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