TY - JOUR
T1 - A new proposal to reinforce planked timber shear walls
AU - Chang, Wen Shao
AU - Hsu, Min Fu
AU - Komatsu, Kohei
N1 - Funding Information:
Acknowledgments This study was supported by the Architecture and Building Research Institute (ABRI) of Taiwan, and the authors would like to express his appreciation to ABRI. The authors would also like to thank Mr. Wei-Jye Chen and Mr. Hsin-Hung Chou, who assisted in part of the experimental work.
PY - 2011/12
Y1 - 2011/12
N2 - Timber is one of the most common materials used in traditional buildings worldwide. Our previous research has suggested that timber shear walls play an important role in resisting external loadings, such as earthquakes. Thus, improving the structural performance of in-filled shear walls can also improve that of the entire structure. In the traditional Taiwanese timber shear wall system, the embedment strength of beams and friction between wooden planks and beams significantly affect the strength of the shear wall. This article proposes a new method of reinforcing traditional timber shear walls in Taiwan by inserting teak and padauk strips into the grooves between wooden planks and beams to increase the embedment strength of beams and the friction between wooden planks and the hardwood strips. A total of 18 full-scale specimens were tested under reversed cyclic loading. The results revealed that the strength and energy dissipation capacities of a wooden shear wall can be significantly increased by inserting teak and padauk strips into the grooves between planks and beams. Furthermore, the simplified calculation method proposed in this study can be used to calculate the strength of both reinforced and unreinforced wooden shear walls with satisfactory agreement.
AB - Timber is one of the most common materials used in traditional buildings worldwide. Our previous research has suggested that timber shear walls play an important role in resisting external loadings, such as earthquakes. Thus, improving the structural performance of in-filled shear walls can also improve that of the entire structure. In the traditional Taiwanese timber shear wall system, the embedment strength of beams and friction between wooden planks and beams significantly affect the strength of the shear wall. This article proposes a new method of reinforcing traditional timber shear walls in Taiwan by inserting teak and padauk strips into the grooves between wooden planks and beams to increase the embedment strength of beams and the friction between wooden planks and the hardwood strips. A total of 18 full-scale specimens were tested under reversed cyclic loading. The results revealed that the strength and energy dissipation capacities of a wooden shear wall can be significantly increased by inserting teak and padauk strips into the grooves between planks and beams. Furthermore, the simplified calculation method proposed in this study can be used to calculate the strength of both reinforced and unreinforced wooden shear walls with satisfactory agreement.
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U2 - 10.1007/s10086-011-1199-5
DO - 10.1007/s10086-011-1199-5
M3 - Article
AN - SCOPUS:80255135610
SN - 1435-0211
VL - 57
SP - 493
EP - 500
JO - Journal of Wood Science
JF - Journal of Wood Science
IS - 6
ER -