Multistory Frames Under Sequential Gravity Loads
Publication: Journal of Structural Engineering
Volume 111, Issue 11
Abstract
This paper deals with the bending moments and shear forces that are induced in the members of the frame by the differential column shortening, taking into account the construction sequence and the sequential application of dead weight in the analysis. Utilizing the substructuring techniques, the entire frame is analyzed by “one substructure at a time” approach in the reverse order of construction. Numerical examples of two high‐rise buildings clearly show the significance of the differential column shortening effects and the effectiveness of the proposed frame analysis technique in coping with the problem.
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References
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Information & Authors
Information
Published In
Journal of Structural Engineering
Volume 111 • Issue 11 • November 1985
Pages: 2373 - 2384
Copyright
Copyright © 1985 ASCE.
History
Published online: Nov 1, 1985
Published in print: Nov 1985
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