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contributor authorRoss B. Corotis
contributor authorDaniel P. Sheehan
date accessioned2017-05-08T20:51:50Z
date available2017-05-08T20:51:50Z
date copyrightNovember 1986
date issued1986
identifier other%28asce%290733-9445%281986%29112%3A11%282402%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29694
description abstractVarious creep rupture damage accumulation models are reviewed, and two recent models proposed by Barrett and Foschi are investigated in detail. Two different stochastic load models are then developed. One is for roof snow load, incorporating daily snowfall and melting, and the other is for floor live load. This latter model includes sustained and extraordinary load processes, each with their own occurrences, magnitudes and durations. Simulations are conducted for snow load models calibrated for Boston, Massachusetts, and Buffalo, New York, and for live loads for residential occupancies and office occupancies. In all cases, damage is accumulated for two different damage accumulation models, with parameters evaluated for Douglas fir. Results indicate some sensitivity to damage model, but a consistent pattern for the mean and standard deviation of damage accumulation for both damage models and all load models.
publisherAmerican Society of Civil Engineers
titleWood Damage Accumulation by Stochastic Load Models
typeJournal Paper
journal volume112
journal issue11
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1986)112:11(2402)
treeJournal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 011
contenttypeFulltext


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