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contributor authorTimo K. Tikka
contributor authorS. Ali Mirza
date accessioned2017-05-08T20:59:45Z
date available2017-05-08T20:59:45Z
date copyrightMarch 2006
date issued2006
identifier other%28asce%290733-9445%282006%29132%3A3%28387%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34750
description abstractThe ACI standard 318-02 permits the use of a moment magnifier approach for the design of slender composite steel-concrete columns. This approach is strongly influenced by the effective flexural stiffness
publisherAmerican Society of Civil Engineers
titleNonlinear Equation for Flexural Stiffness of Slender Composite Columns in Major Axis Bending
typeJournal Paper
journal volume132
journal issue3
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2006)132:3(387)
treeJournal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 003
contenttypeFulltext


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