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contributor authorL. A. Moen
contributor authorG. De Matteis
contributor authorO. S. Hopperstad
contributor authorM. Langseth
contributor authorR. Landolfo
contributor authorF. M. Mazzolani
date accessioned2017-05-08T20:57:28Z
date available2017-05-08T20:57:28Z
date copyrightAugust 1999
date issued1999
identifier other%28asce%290733-9445%281999%29125%3A8%28921%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/33243
description abstractAn investigation into the feasibility of applying the finite-element method as a tool for cross-sectional classification for structural codes is carried out. A numerical model of rotational capacity of aluminum beams is established using the nonlinear implicit code given in the
publisherAmerican Society of Civil Engineers
titleRotational Capacity of Aluminum Beams under Moment Gradient. II: Numerical Simulations
typeJournal Paper
journal volume125
journal issue8
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1999)125:8(921)
treeJournal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 008
contenttypeFulltext


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