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contributor authorPei Jianping
contributor authorIssam E. Harik
date accessioned2017-05-08T20:53:53Z
date available2017-05-08T20:53:53Z
date copyrightSeptember 1990
date issued1990
identifier other%28asce%290733-9445%281990%29116%3A9%282433%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30928
description abstractA numerical solution is presented for determining the stresses and displacements in complete and truncated conical shells. The method is based on the classical bending theory of thin axisymmetric shells. The governing differential equation for a conical element is presented in terms of the meridional or axial displacement
publisherAmerican Society of Civil Engineers
titleIterative FD Solution to Bending of Axisymmetric Conical Shells
typeJournal Paper
journal volume116
journal issue9
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1990)116:9(2433)
treeJournal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 009
contenttypeFulltext


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