Research Article
Dec 1979
Seismically Induced Sliding of Massive Structures
Authors: Eduardo A. Kausel, AM.ASCE, A. Stanley Lucks, M.ASCE, Lewis Edgers, AM.ASCE, William F. Swiger, F.ASCE, and John T. Christian, M.ASCEAuthor Affiliations
Publication: Journal of the Geotechnical Engineering Division
Volume 105, Issue 12
Abstract
The classical, pseudostatic limiting equilibrium analysis for the sliding stability of structures during seismic events gives factors of safety against sliding that appear unrealistically low in many cases. Further, these methods provide no information on the actual magnitude of sliding motions, should they occur.
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Published In
Journal of the Geotechnical Engineering Division
Volume 105 • Issue 12 • December 1979
Pages: 1471 - 1488
Copyright
© 1979 American Society of Civil Engineers.
History
Published in print: Dec 1979
Published online: Feb 11, 2021
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Authors
Affiliations
Eduardo A. Kausel, AM.ASCE
Assoc. Prof. of Civ. Engrg., Massachusetts Inst. of Tech., Cambridge, Mass.; also, Consultant, Stone & Webster Engrg. Corp., Boston, Mass
A. Stanley Lucks, M.ASCE
Chf. Geotechnical Engr., Stone & Webster Engrg. Corp., Boston, Mass
Lewis Edgers, AM.ASCE
Assoc. Prof. of Civ. Engrg., Tufts Univ., Medford, Mass.; also, Consultant, Stone & Webster Engrg. Corp., Boston, Mass
William F. Swiger, F.ASCE
Vice Pres. and Sr. Consulting Engr., Stone & Webster Engrg. Corp., Boston, Mass
John T. Christian, M.ASCE
Consulting Engr., Stone & Webster Engrg. Corp., Boston, Mass
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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.