Discussion of “Limit State Probabilities for Wood Structural Members” by Erik M. Hendrickson, Bruce Ellingwood, and Joseph Murphy (January, 1987, Vol. 113, No. 1)
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Volume 114, Issue 5
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References
1.
Glos, P., and Michel, T. (1983). “Stress grading of individual wood components and its effect on the strength distribution of wood structural systems.” Proceedings, Fourth International Conference on Applications of Statistics and Probability in Soil and Structural Engineering, Firenze, Italy.
2.
Keenan, F. J., Kryla, J., and Kyokong, B. (1985). “Shear strength of spruce glued‐laminated timber beams.” Can. J. Civ. Eng., 12(3), 661–672.
3.
Pellicane, P. J., Hilson, B. O., and Smith, I. (1987). “Effects of material distribution on the deflection behaviour of glulam beams.” Struct. Eng. Part B, 65B(3), 53.
4.
Smith, I. (1984). “Some observations on calibration of partial coefficients limit states design codes for structural timberwork.” Proceedings, International Union of Forestry Research Organizations Wood Engineering Group Meeting, Xalapa, Mexico.
5.
Smith, I. (1985). “Methods for calibrating design factors in partial coefficients limit states design codes for structural timberwork: With special reference to mechanical timber joints.” Research Report 1/85, Timber Research and Development Association, High Wycombe, England.
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Journal of Structural Engineering
Volume 114 • Issue 5 • May 1988
Pages: 1197 - 1199
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Copyright © 1988 ASCE.
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Published online: May 1, 1988
Published in print: May 1988
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