ISSN:
1432-5225
Source:
Springer Online Journal Archives 1860-2000
Topics:
Agriculture, Forestry, Horticulture, Fishery, Domestic Science, Nutrition
,
Mechanical Engineering, Materials Science, Production Engineering, Mining and Metallurgy, Traffic Engineering, Precision Mechanics
Notes:
Summary The load-duration behavior of wood floor joists was examined using the Monte Carlo method. The simulations were performed using a cumulative damage model and a stochastic floor live load model. Floor joists designed to the existing American wood design code exhibited a decreasing failure rate. Although weak members tended to be the ones to fail, a majority of the weak members in a population were still surviving after 50 years. The total number of joists to fail in 50 years is very dependent on the distributional assumption made for short term strength.
Type of Medium:
Electronic Resource
URL:
http://dx.doi.org/10.1007/BF00351027
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