Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Reliability of Wood Members Designed using Current Standards
This paper presents selected results from a study to assess the reliability of wood members designed in accordance by current LRFD procedures. This study was part of a larger project to evaluate reliability levels associated with current LRFD design procedures in light of evolutionary changes to load and resistance factors as well as assumptions underlying resistance statistics for wood-based materials. The present paper examines the range of computed reliability indices for simple flexural members considering the flexural limit state only. The results show that the range of computed reliability indices can be significantly influenced by regional variations in load statistics.
Reliability of Wood Members Designed using Current Standards
This paper presents selected results from a study to assess the reliability of wood members designed in accordance by current LRFD procedures. This study was part of a larger project to evaluate reliability levels associated with current LRFD design procedures in light of evolutionary changes to load and resistance factors as well as assumptions underlying resistance statistics for wood-based materials. The present paper examines the range of computed reliability indices for simple flexural members considering the flexural limit state only. The results show that the range of computed reliability indices can be significantly influenced by regional variations in load statistics.
Reliability of Wood Members Designed using Current Standards
Rosowsky, D. V. (Autor:in) / Lee, K. H. (Autor:in)
Structures Congress 2004 ; 2004 ; Nashville, Tennessee, United States
Structures 2004 ; 1-8
21.05.2004
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
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