摘要
为保证结构大震非线性显式动力时程分析和小震反应谱分析阻尼模型的一致性,提出了三种阻尼模型(振型阻尼、振型阻尼结合刚度阻尼、振型阻尼结合质量阻尼)的显式积分格式,并从显式求解精度、稳定性以及对高阶振型放大响应的抑制作用的角度对三种振型阻尼模型进行了分析。采用PKPM-SAUSAGE软件,通过某实际工程算例的小震反应谱计算结果和采用三种振型阻尼的显式动力时程计算结果的对比,分析了高阶振型放大响应对结构动力分析的影响以及三种振型阻尼对高阶振型放大响应的抑制作用,结果表明振型阻尼结合质量阻尼综合效果较好。
In order to ensure the damping consistency of nonlinear explicit dynamic analysis of structure under rare earthquake and response spectrum analysis of structure under small earthquake,three structure damping applying methods for the explicit dynamic equation integration were proposed,namely modal damping method,modal damping combined with stiffness damping modification method and modal damping combined with mass damping modification method. The accuracy,stability and the inhibition effect on amplification effects of high order modes were discussed. These modal damping applying methods were implemented in software package called＂PKPM-SAUSAGE＂. A real project was analyzed by PKPM-SAUSAGE,response spectrum calculation results under small earthquake and explicit dynamic calculation results with three kinds of modal damping were compared,influence of high order modes and inhibition effect of the three kinds of modal damping on amplification effects of high order modes were also discussed. Research results show that the modal damping combined with mass damping modification method is best method among the three proposed methods.
出处
《建筑结构》
CSCD
北大核心
2016年第1期30-37,共8页
Building Structure
基金
教育部创新团队IRT13057
