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contributor authorJohn J. Zahn
date accessioned2017-05-08T20:54:25Z
date available2017-05-08T20:54:25Z
date copyrightOctober 1992
date issued1992
identifier other%28asce%290733-9445%281992%29118%3A10%282716%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/31267
description abstractIn 1991, Ylinen's column equation was adopted for the design of wood columns in the United States. Ylinen originally derived this equation as a plastic buckling criterion, using a nonlinear compressive stress‐strain law as the starting point. The stress‐strain law contained a parameter
publisherAmerican Society of Civil Engineers
titleRe‐examination of Ylinen and Other Column Equations
typeJournal Paper
journal volume118
journal issue10
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1992)118:10(2716)
treeJournal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 010
contenttypeFulltext


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