Zobrazeno 1 - 5
of 5
pro vyhledávání: '"Ahmed‐Waeil M. Elgamal"'
Publikováno v:
Journal of Geotechnical Engineering. 118:651-653
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::09a2cce7ee033586196eb9958e7331b5
https://doi.org/10.1061/(asce)0733-9410(1992)118:4(651)
https://doi.org/10.1061/(asce)0733-9410(1992)118:4(651)
La Villita is a 60 m high earth and rockfill dam located 350 km southwest of Mexico City, Mexico. Since its construction the dam has been subjected to six major earthquakes, of which five are believed to be responsible for significant localized defor
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::07c15370f1136e740ca00f1dc42bf59f
https://resolver.caltech.edu/CaltechAUTHORS:20140623-134632641
https://resolver.caltech.edu/CaltechAUTHORS:20140623-134632641
Publikováno v:
Journal of Geotechnical Engineering. 113:1293-1308
A simplified cost‐effective analytical‐numerical procedure is developed for the nonlinear hysteretic seismic analysis of three‐dimensional (3‐D) nonhomogeneous, one‐zone earth dams. The procedure can be applied efficiently to problems of th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5dff4b044f4419627702977915ee7b9f
https://doi.org/10.1061/(asce)0733-9410(1987)113:11(1293)
https://doi.org/10.1061/(asce)0733-9410(1987)113:11(1293)
Publikováno v:
Journal of Geotechnical Engineering. 113:1309-1325
The procedure outlined in the companion paper is applied to compute the nonlinear response of an earth dam to a 3-D input strong motion with recorded maximum acceleration of 1.2 Hg (in the upstream-downstream direction). Special features of the nonli
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a32d13167e10d81f958063eb3bcc9862
https://doi.org/10.1061/(asce)0733-9410(1987)113:11(1309)
https://doi.org/10.1061/(asce)0733-9410(1987)113:11(1309)
Publikováno v:
Journal of Engineering Mechanics. 111:696-713
A simplified analysis procedure for the nonlinear hysteretic dynamic response of soil or structural systems, or both, is presented. The method is based on a Galerkin formulation of the equations of motion in which the solution is expanded using basis
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::12a464505c2f53dfdbeecf9efb27e6b7
https://doi.org/10.1061/(asce)0733-9399(1985)111:5(696)
https://doi.org/10.1061/(asce)0733-9399(1985)111:5(696)