System reliability of timber trusses based on non-linear structural modelling-Reference-Cited by-同舟云学术

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System reliability of timber trusses based on non-linear structural modelling

Published:2006-06-20 Issue:6 Volume:39 Page:593-600
ISSN:1359-5997
Container-title:Materials and Structures
language:en
Short-container-title:Mater Struct

Author:

Hansson M.,Ellegaard P.

Publisher

Springer Science and Business Media LLC

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1617/s11527-006-9098-8.pdf

Reference10 articles.

1. Gupta R, Gebremedhin KG (1992) Resistance distributions of a metal-plate-connected wood truss. Forest Products J. 42(7–8):11–16.

2. Sørensen JD, Damkilde L (2003) Load bearing capacity of roof trusses. Paper no. 226. ISSN 1395–7953 R0309 Aalborg University, Denmark.

3. Hansson M, Thelandersson S (2002) Assessment of probabilistic system effects on the reliability of timber trusses. Mater. and Struct 35: 573–578.

4. Eurocode 5 (2002) prEN 1995-1-1, Design of timber structures–part 1.1. CEN Final draft 2002-10-09. Bruxelles, Belgium.

5. Riberholt H (1990) Proposal for eurocode 5. Text on timber trussed rafters. CIB-W18 23-14-2 Lisbon, Portugal.

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. The roof of the Church of the Nativity in Bethlehem: Structural problems and intervention techniques;Journal of Cultural Heritage;2012-12

2. Stability Analysis of Metal-Plate-Connected Wood Truss Assemblies;Journal of Structural Engineering;2012-09

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