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contributor authorTse‐Min Yao
contributor authorKyung K. Choi
date accessioned2017-05-08T20:53:29Z
date available2017-05-08T20:53:29Z
date copyrightSeptember 1989
date issued1989
identifier other%28asce%290733-9445%281989%29115%3A9%282401%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30680
description abstractShape optimal design of an elastic double-curved arch dam is treated using a continuum shape design sensitivity analysis method. Derivatives of the stress at the surface of the dam with respect to shape design parameters are computed using the material derivative. The upstream and downstream surfaces of the arch dam are parameterized by Bezier surfaces. The total volume of the arch dam is minimized, subjecting to the constraints on thickness of the dam and maximum tensile and compressive stresses.
publisherAmerican Society of Civil Engineers
titleShape Optimal Design of an Arch Dam
typeJournal Paper
journal volume115
journal issue9
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1989)115:9(2401)
treeJournal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 009
contenttypeFulltext


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