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contributor authorWilliam M. Bulleit
contributor authorDavid V. Rosowsky
contributor authorKenneth J. Fridley
contributor authorMarvin E. Criswell
date accessioned2017-05-08T20:55:13Z
date available2017-05-08T20:55:13Z
date copyrightSeptember 1993
date issued1993
identifier other%28asce%290733-9445%281993%29119%3A9%282629%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/31770
description abstractThe state of the art of reliability analysis of wood structural systems is discussed. Both wood‐system behavior and system‐reliability analysis are included. Potential areas for research that could lead to better techniques for both reliability analysis and reliability‐based design of wood systems are considered. The suggested research areas, while emphasizing gravity‐loaded systems, have analogous counterparts for systems loaded by wind and earthquake. All wood systems need to be examined in more depth from a modeling and behavior standpoint, particularly with respect to simplified models suitable for reliability analysis. Ultimate capacity reliability is emphasized, but serviceability reliability considerations are also included. Perhaps the most important research area discussed is the characterization of the various types of wood systems so that limit‐state definitions can be developed.
publisherAmerican Society of Civil Engineers
titleReliability of Wood Structural Systems
typeJournal Paper
journal volume119
journal issue9
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1993)119:9(2629)
treeJournal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 009
contenttypeFulltext


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