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[1]郑山锁,董晋琦,荣先亮,等.不同轴压比冻融RC 剪力墙抗震性能试验[J].天津大学学报(自然科学与工程技术版),2019,52(07):690-698.[doi:10.11784/tdxbz201809026]
 Zheng Shansuo,Dong Jinqi,Rong Xianliang,et al.Experiment on the Seismic Behavior of Freeze-Thaw RC Shear Walls with Different Axial Compression Ratios[J].Journal of Tianjin University(Science and Technology),2019,52(07):690-698.[doi:10.11784/tdxbz201809026]
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不同轴压比冻融RC 剪力墙抗震性能试验

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[1]余流,王铁成. 碳纤维增强钢筋混凝土框架柱的界限轴压比和延性分析[J].天津大学学报(自然科学与工程技术版),2003,(02):205.
[2]王亚雯,等. SCFT 柱-H型钢梁平面框架抗震性能分析[J].天津大学学报(自然科学与工程技术版),2015,48(增刊):9.[doi:10.11784/tdxbz201505002]
 Wang Yawen,Yan Xiangyu,Zhou Ting. Seismic Behavior of SCFT Column-H Section Steel Beam Plane Frame[J].Journal of Tianjin University(Science and Technology),2015,48(07):9.[doi:10.11784/tdxbz201505002]

备注/Memo

通信作者:荣先亮,rxl021@126.com.

更新日期/Last Update: 2019-05-08