Re‐examination of Ylinen and Other Column EquationsSource: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 010Author:John J. Zahn
DOI: 10.1061/(ASCE)0733-9445(1992)118:10(2716)Publisher: American Society of Civil Engineers
Abstract: In 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
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contributor author | John J. Zahn | |
date accessioned | 2017-05-08T20:54:25Z | |
date available | 2017-05-08T20:54:25Z | |
date copyright | October 1992 | |
date issued | 1992 | |
identifier other | %28asce%290733-9445%281992%29118%3A10%282716%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/31267 | |
description abstract | In 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 | |
publisher | American Society of Civil Engineers | |
title | Re‐examination of Ylinen and Other Column Equations | |
type | Journal Paper | |
journal volume | 118 | |
journal issue | 10 | |
journal title | Journal of Structural Engineering | |
identifier doi | 10.1061/(ASCE)0733-9445(1992)118:10(2716) | |
tree | Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 010 | |
contenttype | Fulltext |