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Mechanical Properties of Wooden I-beams with Plantation Timber Materials in Hokkaido III.Shear creep property
wooden I-beam bending creep shear creep creep factor
2009/11/23
Shear creep property of wooden I-beams of 235 mm depth and three flange sizes with Todomatsu (Abies sachalinensis) lumber and Karamatsu (Larix kaempferi) plywood was examined by bending creep tests wi...
Mechanical Properties of Wooden I-beams with Plantation Timber Materials in Hokkaido IV.Effect of various environmental conditions on mechanical properties
wooden I-beam mechanical property environmental condition adjustment factor
2010/3/4
Effects of various environmental conditions on mechanical properties of wooden I-beams with Todomatsu (Abies sachalinensis) lumber and Karamatsu (Larix kaempferi) plywood were investigated. Five type...
Predicting the Modulus of Rupture of Glued-Laminated Beams by the Rigid Bodies-Spring Model
glued-laminated beam proportional-limit bending stress modulus of rupture RBSM
2009/3/6
Today, the probabilistic model adopting Monte Carlo simulation is the established method to predict the modulus of rupture (MOR) of glued-laminated beams.However, it would be significant to calculate ...
Mechanical Properties of Wooden I-beams with Plantation Timber Materials in Hokkaido II.
wooden I-beam bending creep mechano-sorptive creep initial moisture content
2009/3/5
Bending creep properties of wooden I-beams with Todomatsu (Abies sachalinensis) lumber and Karamatsu (Larix kaempferi) plywood were examined by load-duration tests at different initial moisture conte...
Mechanical Properties of Wooden I-beams with Plantation Timber Materials in Hokkaido I.
wooden I-beam bending property shear property partial bearing property characteristic value
2009/3/4
Wooden I-beams with Todomatsu (Abies sachalinensis) lumber and Karamatsu (Larix kaempferi) plywood were developed to meet the demand for a stable and quality controlled supply of floor framing members...