Effect of fiber angle on LYP steel shear walls behavior

作     者：Farzad Hatami Ali Ghamari Farshad Hatami 

作者机构：Structure and Earthquake CenterAmirkabir University of Technology Researcher of Civil EngineeringAzad UniversityDareshahr Branch Civil Engineering DepartmentAmirkabir University of Technology 

出 版 物：《Journal of Central South University》 (中南大学学报（英文版）)

年 卷 期：2014年第21卷第2期

页      面：768-774页

核心收录：

学科分类：0810[工学-信息与通信工程] 0806[工学-冶金工程] 08[工学] 081402[工学-结构工程] 081304[工学-建筑技术科学] 0805[工学-材料科学与工程（可授工学、理学学位）] 0703[理学-化学] 0813[工学-建筑学] 0814[工学-土木工程] 0812[工学-计算机科学与技术（可授工学、理学学位）] 

主　　题：carbon fiber reinforced polymers fiber angle low yield point steel shear wall post buckling composite 

摘      要：Steel shear wall(SSW) was properly determined using numerical and experimental *** properties of SSW and LYP(low yield point) steel shear wall(LSSW) were *** is revealed that LSSW exhibits higher properties compared to SSW in both elastic and inelastic *** is also concluded that the addition of CFRP(carbon fiber reinforced polymers) enhances the seismic parameters of LSSW(stiffness,energy absorption,shear capacity,over strength values).Also,stress values applied to boundary frames are lower due to post buckling *** effect of fiber angle was also studied and presented as a mathematical equation.