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contributor authorK. V. Balasubramanyam
contributor authorV. Kalyanaraman
date accessioned2017-05-08T20:52:59Z
date available2017-05-08T20:52:59Z
date copyrightJune 1988
date issued1988
identifier other%28asce%290733-9445%281988%29114%3A6%281431%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30361
description abstractA unified approach for yield-line analysis (YLA) of slabs by using linear programming (LP) technique is developed and applied to a few problems for which solutions are available in the literature. The kinematic approach is used in the formulation of LP problem. The method is simple and straightforward to use and does not require the investigation of various yield-line patterns as long as the actual yield-line patterns can be described by the descretization lines. This is another example of the solution of problems of engineering plasticity by mathematical programming.
publisherAmerican Society of Civil Engineers
titleYield‐Line Analysis by Linear Programming
typeJournal Paper
journal volume114
journal issue6
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1988)114:6(1431)
treeJournal of Structural Engineering:;1988:;Volume ( 114 ):;issue: 006
contenttypeFulltext


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