湖南大学学报（自然科学版）2017，Vol.44Issue(5)：27-36,10.DOI:10.16339/j.cnki.hdxbzkb.2017.05.004
钢管混凝土边缘约束叠合剪力墙抗震试验研究
Experimental Study on the Seismic Behavior of Concrete Filled Tube-confined Sandwich Shear Walls
摘要
Abstract
To study the seismic performance of a new concrete filled tube-confined sandwich shear wall (CFT-SSW), cyclic loading tests were carried out on three CFT-SSW specimens with different depth-thickness ratios and one conventional concrete shear wall specimen for comparison.The load-carrying capacity, ductility, stiffness and their degradation, hysteretic and energy dissipation characteristics, and failure modes of the specimens were investigated and compared.Equations for prediction of the strength of CFT-SSWs were also proposed.The calculated strengths were in good agreement with the test results.The results show that CFT-SSWs exhibited both the high lateral stiffness and strength due to reinforced concrete shear walls and the superior ductility due to concrete filled tubes.The strength, ductility, and stiffness of CFT-SSW specimens were greater than those of the cast-in-situ concrete shear wall specimens.In addition, the depth-thickness ratio has only marginal effects on the seismic behavior of the CFT-SSWs within the test range of the current tests.关键词
钢管混凝土/叠合剪力墙/拟静力试验/高厚比/抗震性能Key words
concrete filled steel tube/sandwich shear wall/quasi-static test/depth-thickness ratio/seismic behavior分类
建筑与水利引用本文复制引用
侯和涛,程积润,曲哲,付玮琪,曲冰,崔士起,石磊,朱文灿,马天翔..钢管混凝土边缘约束叠合剪力墙抗震试验研究[J].湖南大学学报（自然科学版）,2017,44(5):27-36,10.基金项目
国家自然科学基金资助项目(51478441,51578324),National Natural Science Foundation of China(51478441,51578324) （51478441,51578324）
山东省墙材革新与建筑节能科研开发项目(鲁财建指(2014)139号),The 2014 Research Program of Shandong Province for Developing Inno-vative Wall Materials and Energy-Saving Construction Technology Under Award No.139 （鲁财建指(2014）
山东省自然科学基金资助项目(ZR2016EEM07),Shandong Provincial Natural Science Foundation of China Under Award(ZR2016EEM07) （ZR2016EEM07）
