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	Seismic performance of square, thin-walled steel tube/bamboo plywood composite hollow columns with binding bars (EI收录)
	Zhou, Jing[1,2]; Zhao, Weifeng[3]; Tang, Kai[3]; Peng, Wanxi[4]
刊名	Soil Dynamics and Earthquake Engineering
	2016
卷号	89页码:152-162
关键词	Adhesion Bamboo Bearing capacity Bearings (machine parts) Binding energy Bins Columns (structural) Cyclic loads Energy utilization Plywood Seismic waves Seismology Stress strain curves Stresses Tubular steel structures Wood products
URL标识	查看原文
内容类型	期刊论文
URI标识	http://www.corc.org.cn/handle/1471x/2193771
专题	华南理工大学
作者单位	1.[1] Key Laboratory of Subtropical Architecture Science, South China University of Technology, Guangzhou 2.510641, China 3.[2] School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 4.510641, China 5.[3] College of Civil Engineering and Mechanic, Xiangtan University, Xiangtan 6.411105, China 7.[4] School of Materials Science and Engineering, Central South University of Forestry and Technology, Changsha 8.410004, China
推荐引用方式 GB/T 7714	Zhou, Jing[1,2],Zhao, Weifeng[3],Tang, Kai[3],等. Seismic performance of square, thin-walled steel tube/bamboo plywood composite hollow columns with binding bars (EI收录)[J]. Soil Dynamics and Earthquake Engineering,2016,89:152-162.
APA	Zhou, Jing[1,2],Zhao, Weifeng[3],Tang, Kai[3],&Peng, Wanxi[4].(2016).Seismic performance of square, thin-walled steel tube/bamboo plywood composite hollow columns with binding bars (EI收录).Soil Dynamics and Earthquake Engineering,89,152-162.
MLA	Zhou, Jing[1,2],et al."Seismic performance of square, thin-walled steel tube/bamboo plywood composite hollow columns with binding bars (EI收录)".Soil Dynamics and Earthquake Engineering 89(2016):152-162.

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