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contributor authorWilliam M. Bulleit
contributor authorWei-Feng Liu
date accessioned2017-05-08T20:55:53Z
date available2017-05-08T20:55:53Z
date copyrightMarch 1995
date issued1995
identifier other%28asce%290733-9445%281995%29121%3A3%28517%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32196
description abstractComputer simulation and an approximate method were used to study the lifetime behavior of wood floor and roof systems. A simplified beam-spring model was used to model the systems. In this study, two-way action of the sheathing; partially composite action between the sheathing, connectors, and lumber members; the random mechanical properties of the lumber members; the random postyield properties of the partially composite members; and the cumulative damage of wood were included. The approximate method was the first-order reliability method incorporated with the distributions of order statistics. System reliability analysis, including system effects and load duration effects, is presented in this paper. System factors for load and resistance factor design (LRFD) as they are related to component properties, mostly the postyield properties of partially composite members and variability of lumber modulus of rupture (MOR), are determined. The results herein apply only to uniformly loaded systems simply supported at two edges.
publisherAmerican Society of Civil Engineers
titleFirst-Order Reliability Analysis of Wood Structural Systems
typeJournal Paper
journal volume121
journal issue3
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1995)121:3(517)
treeJournal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 003
contenttypeFulltext


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