Experiences with a Markov model for structural systems with time variant member resistances-Reference-Cited by-同舟云学术

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Experiences with a Markov model for structural systems with time variant member resistances

Published:1990-03 Issue:2-4 Volume:7 Page:209-218
ISSN:0167-4730
Container-title:Structural Safety
language:en
Short-container-title:Structural Safety

Author:

Bulleit William M.

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Reference18 articles.

1. Effect of duration and rate of loading on strength of wood and wood-based materials;Gerhards,1977

2. Structural analysis of wood floor systems;Foschi;J. Struct. Div., ASCE,1982

3. FEAFLO: A program for the analysis of layered wood systems;Thompson;Comput. Struct.,1977

4. Response of realistic wood joist floors;Criswell;Prob. Mech. Struct. Reliability, ASCE,1979

5. Selection of limit states for wood floor design;Criswell;Prob. Mech. Struct. Reliability, ASCE,1979

Cited by 4 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. Markov and semi-Markov models in system reliability;Engineering Reliability and Risk Assessment;2023

2. Approximate reliability analysis of wood structural systems;Structural Safety;1995-08

3. Applications in Timber Structures;Probabilistic Structural Mechanics Handbook;1995

4. Reliability of Wood Structural Systems;Journal of Structural Engineering;1993-09

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