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contributor authorTimo K. Tikka
contributor authorS. Ali Mirza
date accessioned2017-05-08T20:59:39Z
date available2017-05-08T20:59:39Z
date copyrightOctober 2006
date issued2006
identifier other%28asce%290733-9445%282006%29132%3A10%281590%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34667
description abstractThe moment magnifier method was introduced into design practice to eliminate the need for extensive calculations, based on the solution to a differential equation, for the second-order moments in slender columns. This method is strongly influenced by the effective flexural stiffness
publisherAmerican Society of Civil Engineers
titleNonlinear EI Equation for Slender Composite Columns Bending about the Minor Axis
typeJournal Paper
journal volume132
journal issue10
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2006)132:10(1590)
treeJournal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 010
contenttypeFulltext


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