TECHNICAL PAPERS
Nov 1, 1986

Wood Damage Accumulation by Stochastic Load Models

Publication: Journal of Structural Engineering
Volume 112, Issue 11

Abstract

Various 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.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
American National Standards Institute. (1982). American national standards minimum design loads for buildings and other structures, A58.1.
2.
Banon, H. (1978). “A Markov model of snow depth,” Report R78‐1, MIT Dept. of Civ. Engrg., Cambridge, Mass.
3.
Barrett, J. D., and Foschi, R. A. (1978). “Duration of load and probability of failure in wood. Part II. Constant, ramp, and cyclic loadings,” Canadian J. of Civ. Engrg., 5(4), 505–532.
4.
Bodig, J., and Jayne, B. A. (1982). Mechanics of wood and wood composites, Van Nostrand Reinhold Co., New York, N.Y.
5.
Brokaw, M. P., and Foster, G. W. (1945). “Effect of rapid loading and duration of stress on the strength properties of wood tested in compression and flexure,” R‐1518, U.S. Forest Products Lab., Madison, Wis.
6.
Foschi, R. O., and Barrett, J. D. (1982). “Load duration effects in western hemlock lumber,” J. Struct. Div., ASCE, 108(ST7), 1494–1510.
7.
Gerhards, C. C. (1977). “Effects of duration and rate of loading on strength of wood and wood‐based materials,” FPL 283, USDA Forest Service.
8.
Harris, M. E., Corotis, R. B., and Bova, C. J. (1981). “Area‐dependent processes for structural live loads,” J. Struct. Div., ASCE, 107(ST5), 857–872.
9.
Isyumov, N. (1982). “Roof snow loads—their variability and dependence on climatic conditions,” in Structural uses of wood in adverse environments, R. W. Meyer and R. M. Kellogg, Eds., Van Nostrand Reinhold, New York, N.Y., 365–384.
10.
Isyumov, N., and Davenport, A. G. (1974). “A probabilistic approach to the prediction of snow loads,” Canadian J. Civ. Engrg., 1, 28.
11.
Steyaert, L. T., et al. (1980). “Estimating water equivalent snow depth from related meteorological variables,” NUREG CR‐1389, Natl. Oceanic and Atmospheric Administration, NCC, Asheville, N.C.
12.
Timber construction manual. (1985). 3rd ed., American Institute of Timber Construction, John Wiley and Sons, New York, N.Y.
13.
Wood, L. (1950). “Variation of strength properties in wood used for structural purposes,” Report R1780, Forest Products Lab., Madison, Wis.
14.
Wood, L. (1951). “Relation of strength of wood to duration of load,” Report R1916, Forest Products Lab., Madison, Wis.
15.
Youngs, R. L., and Hilbrand, H. C. (1963). “Time‐related flexural behavior of small beans under prolonged loading,” Forest Prod. Jour., 13(6) 227–232

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 112Issue 11November 1986
Pages: 2402 - 2415

History

Published online: Nov 1, 1986
Published in print: Nov 1986

Permissions

Request permissions for this article.

Authors

Affiliations

Ross B. Corotis, F. ASCE
Hackerman Prof. and Chmn., Dept. of Civ. Engrg., Johns Hopkins Univ., Baltimore, MD 21218
Daniel P. Sheehan
Proj. Mgr., Westinghouse Electric Corp., Columbia, MD

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share