DocumentCode :
3170245
Title :
Contribution of gypsum wallboard to lateral resistance capacity of wood shear wall
Author :
Nannan, Zhou ; Minjuan, He
Author_Institution :
Dept. of Building Eng., Tongji Univ., Shanghai, China
fYear :
2011
fDate :
16-18 April 2011
Firstpage :
3035
Lastpage :
3039
Abstract :
Wood shear wall is the major lateral force resisting system in light-frame wood construction to resist horizontal loads. Gypsum wallboards are commonly used in partition walls or on the interior of the shear walls. In Chinese code for design of timber structures (GB 50005-2003), the contribution of gypsum wallboard to lateral resistance capacity is not taken into consideration. Evidence suggests that gypsum wallboard contributes to the lateral strength and stiffness of wood shear wall. A total of thirty walls with various sheathing materials were tested under monotonic and cyclic loading. Six walls were sheathed with only one panel of gypsum, twelve walls were sheathed with only one panel of OSB and others were sheathed with OSB on the exterior and gypsum wallboard on the interior. The result indicated that gypsum contributes to ultimate load, elastic stiffness and energy dissipated. Compared with results of walls only sheathed with gypsum wallboard which including the contribution of frame, these contributions did not increase linearly.
Keywords :
building standards; construction; elasticity; structural engineering; timber; walls; Chinese code; cyclic loading; elastic stiffness; energy dissipation; gypsum wallboard; lateral force resisting system; lateral resistance capacity; light-frame wood construction; sheathing materials; timber structures design; ultimate load; wood shear wall; Buildings; Force; Helium; Nickel; Resistance; USA Councils; Wood shear wall; gypsum wallboard contribution; lateral resistance capacity;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Consumer Electronics, Communications and Networks (CECNet), 2011 International Conference on
Conference_Location :
XianNing
Print_ISBN :
978-1-61284-458-9
Type :
conf
DOI :
10.1109/CECNET.2011.5769366
Filename :
5769366
Link To Document :
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