Creep and duration of load characteristics of cross laminated timber (CLT) were evaluated from the test results of creep and duration of tests. Japanese Ceder (Cryptomeria japonica) was chosen for the specie for the laminations of the test specimens and ...
In-plane bending tests of cross laminated timber (CLT) specimens consisting of sugi (Cryptomeria japonica) lumber (symmetrical composition, 3-ply 3-layer, 4-ply 3-layer, 5-ply 5-layer, 7-ply 5-layer, and 7-ply 7-layer layups, and the Mx60 strength grade according to the Japanese Agricultural Standard for CLT)...
Rocking of narrow wall panels/columns causes embedding forces on the floor panels during earthquakes. In plain/out of plain compression tests and out of plain embedding tests of CLT panels were conducted. Compression and embedding strengths of in plain/o...
The Japanese Building Code provides formulas to calculate the buckling strength for structural lumbers and structural wooden engineered products such as glulam and LVL. The adaptability of these formulas against cross laminated timbers is discuss in this paper. To determining the buckling strength properties for cross laminated timbers a...
Since cross-laminated timber (CLT) panel is produced with its layer crosswise, the rolling shear stress is inevitably introduced to the cross layers if bent in out-of-plane direction. In this study, the shear strength of CLT panels was evaluated with 3-point bending test (short span) and asymmetric 4-point bending test in out-of-plane direction...
The in-plane shear specimens of full scale CLT panels are tested. From the test results, about the failure behaviour, if there is finger joint near the shear plane, cracks are tended to progress along the joint was confirmed. About the maximum shear unit...
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+Cross+Laminated+Timber+Under+In-Plane+Loading){kind=link}
+on+its+Dynamic+and+Static+Elastic+Moduli%2c+and+Tensile+Strength){kind=link}
+Laminae){kind=link}
