Research Article
Jun 1974
Nonlinear Seismic Response Evaluation—Charaima Building
Publication: Journal of the Structural Division
Volume 100, Issue 6
Abstract
The seismic response characteristics of the 11-story Charaima apartment building, which partially collapsed during the 1967 Venezuelan earthquake, are examined. The influences of higher modes, nonstructural partitions, soil-foundation interaction, slab stiffness, and ground motion characteristics on the dynamic response of the entire building were investigated assuming linear elastic behavior. More realistic inelastic analyses of the critical frame of the building were also conducted to investigate the effects of slab stiffness and ground-motion characteristics on the dynamic response. Both elastic and inelastic analyses identified failure mechanisms compatible with the actual damage to the building. The results clearly indicate that estimates of possible inelastic deformation based on elastic analyses can err significantly in magnitude and distribution. The investigation emphasizes the importance of explicitly accounting for both strength and ductility in design, analysis, and construction.
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Published In
Journal of the Structural Division
Volume 100 • Issue 6 • June 1974
Pages: 1225 - 1242
Copyright
© 1974 American Society of Civil Engineers.
History
Published in print: Jun 1974
Published online: Feb 1, 2021
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Authors
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Stephen A. Mahin
Research Asst., Univ. of California, Berkeley, Calif.
Vitelmo V. Bertero, M.ASCE
Prof. of Civ. Engrg., Univ. of California, Berkeley, Calif.
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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.
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.