摘要
带可替换连梁双肢双钢板组合剪力墙结构是一种新型的抗侧力体系。建立ABAQUS有限元模型,对连梁长度、连梁腹板构造的抗震性能影响进行分析。分析结果表明:连梁长度对结构的抗震性能影响较大,合理的腹板构造,在用钢量相当的前提下,耗能能力、承载能力可进一步提高。在参数分析的基础上提出合理的抗震设计建议。
The replaceable link double leg double steel plate shear wall structure is a new type of lateral forceresisting system. In this paper, the ABAQUS finite element model is established to analyze the influence of lengthof link and the beam web structure on the seismic performance of the structure. The analysis results show that thelength of link has a greater impact on the seismic performance of structure, the reasonable web structure can helpfurther improve the energy dissipation capacity and carrying capacity in the premise of the use of a certainquantity of steel. And a reasonable suggestion for the seismic design is put forward based on the parameteranalysis.
出处
《苏州科技学院学报（工程技术版）》
CAS
2015年第3期25-30,共6页
Journal of Suzhou University of Science and Technology （Engineering and Technology）
基金
江苏省高校自然科学研究重大课题(15KJA560002)
关键词
可替换连梁组合剪力墙
抗震性能
滞回曲线
骨架曲线
抗震建议
replaeeable eoupling beam of shear wall
seismic performance
hysteretic curve
skeleton curve
aseismic suggestion
