共 9 条
- [1] Standard practice for establishing allowable properties for visually-graded dimension lumber from in-grade tests of full-size specimens
- [2] Madsen B., Length effects in 38 mm spruce-pine-fir dimension lumber, Canadian Journal of Civil Engineering, 17, 2, pp. 226-237, (1990)
- [3] Taylor S.E., Bender D.A., Kline D.E., Et al., Comparing length effect models for lumber tensile strength, Forest Product Journal, 42, 2, pp. 23-30, (1992)
- [4] Hayashi T., Miyatake A., Miyahara H., Size effect on tensile strength of sugi laminae, Mokuzai Kogyo, 52, 1, pp. 15-19, (1997)
- [5] Okohira Y., Masuda M., Suzuki N., The size effect of tensile strength on western hemlock, (1988)
- [6] Lam F., Varoglu E., Effect of length on the tensile strength of lumber, Forest Product Journal, 40, 5, pp. 37-42, (1990)
- [7] Standard practice for evaluating allowable properties for grades of structural lumber
- [8] Zhou H.-B., Ren H.-Q., Lu J.-X., Et al., Size effect of length on flexural strength of Chinese fir dimension lumber used in wood structure, Journal of Building Materials, 12, 4, pp. 146-150, (2009)
- [9] Takashi T., Takeo H., Differences of tensile strength distribution between mechanically high-grade and low-grade Japanese larch lumber I: Effect of length on the strength of lumber, Journal of Wood Science, 45, 3, pp. 200-206, (1999)