建筑结构学报2013，Vol.34Issue(9)：142-149,8.
竹胶合覆面板轻型木结构剪力墙抗震性能研究
Experimental studies of light-weight woodframe shear walls with ply-bamboo sheathing panels
摘要
Abstract
In order to promote the application of bamboo materials in construction industry,this paper reports lateral loading test results of lightweight woodframe shear walls with ply-bamboo sheathing panels.ASTM E2126-09 was selected as the experimental guideline for the monotonic and cyclic tests of eight shear walls.Two types of shear walls were made using two different nails,51 mm long nail-gun driven nails and 51 mm long nail staples.The bearing capacity is 5.2 kN/m and 6.2 kN/m respectively.Shear walls keep its integrity and most of its bearing capacity when the lateral displacement is below 100 mm.Test results show that the application of ply-bamboo sheathing panel can satisfy the bearing capacity requirements of shear walls designed as structural elements,according to current codes for timber structures.关键词
轻型木结构/竹胶合板/剪力墙/钉连接/静力试验/拟静力试验/抗震性能Key words
lightweight woodframe/ ply-bamboo sheathing panel/shear wall/nails/ static test/ quasi-static test/seismic performance分类
建筑与水利引用本文复制引用
李智,肖岩,王睿,单波..竹胶合覆面板轻型木结构剪力墙抗震性能研究[J].建筑结构学报,2013,34(9):142-149,8.基金项目
国家自然科学基金重点项目(50938002). （50938002）
