Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
268447 | Engineering Structures | 2009 | 7 Pages |
Abstract
As the trend towards developing performance-based design specifications for the seismic design of
structures gains momentum, it is clear that very little is known about the performance of light industrial
structures under large lateral loads. Among the main outstanding issues related to the seismic design of
these structures are (1) the determination of appropriate response modification factors .R; Cd and
0/,
(2) the establishment of drift limits to avoid damage of structural and nonstructural components, and
(3) clarification of the role that the roof diaphragm plays on the seismic behavior of light-weight roof
structures. This study attempts to elucidate some of those issues for a particular class of light-weight
industrial structures, those composed of one-story, weak columnstrong beam joist girder frames. Two
types of analysis models were developed for the nonlinear dynamic analyses of these structures. The first
is a simplified 2-D analysis model, using SAP2000 and the second is a complex 3-D analysis model, using
ABAQUS. Nonlinear time history analyses were performed for sites in Los Angeles (CA), Boston (MA), and
Memphis (TN). The accuracy of the simplified 2-D model was verified by comparison with the results from
the 3-D model. The results indicate that the behavior of these structures is almost always in the elastic
range, and that substantial roof bracing should be installed for this type of structure, to prevent excessive
drifts in the weak direction. When two horizontal components of excitations were applied concurrently
to check the effect of torsion of the frame, it was found that torsional effects were negligible for structures
regular in plan, and that a 2-D model can provide reasonable analysis results. Column base fixity effects
on the dynamic behavior were also investigated and it was determined that column base fixity should be
considered, to obtain more accurate dynamic behavior of the steel joist girder structures.
Related Topics
Physical Sciences and Engineering
Earth and Planetary Sciences
Geotechnical Engineering and Engineering Geology
Authors
Uksun Kim, Roberto T. Leon, Theodore V. Galambos,