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dc.contributor.authorAşkın Sarıbaş
dc.contributor.authorFuat Erbatur
dc.date.accessioned2017-05-08T20:38:11Z
dc.date.available2017-05-08T20:38:11Z
dc.date.copyrightAugust 1996
dc.date.issued1996
dc.identifier.other%28asce%290733-9410%281996%29122%3A8%28649%29.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/21918
dc.description.abstractThis paper is concerned with optimum design and sensitivity of retaining structures. The optimum design formulation in terms of a constrained nonlinear programming problem, is given for reinforced concrete-cantilever retaining walls. The objective function may be chosen as the cost or weight of the wall. The solution is carried out by a specially prepared computer program (RETOPT). Illustrative problems are solved, and their results are presented and discussed. The formulation allows for a detailed sensitivity analysis to be made for selected design parameters, also depicted with numerical examples.
dc.publisherAmerican Society of Civil Engineers
dc.titleOptimization and Sensitivity of Retaining Structures
dc.typeJournal Paper
dc.journal.volume122
dc.journal.issue8
dc.journal.titleJournal of Geotechnical Engineering
dc.identifier.doi10.1061/(ASCE)0733-9410(1996)122:8(649)
dc.treeJournal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 008
dc.contenttypeFulltext


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