摘要
提出一种在地震作用下空间框架结构层间相对位移响应梯度和海赛矩阵的精确计算方法。在有限单元法和纽马克-β法的基础上推导出在地震作用下空间框架结构层间相对位移响应梯度和海赛矩阵的计算公式,给出在地震作用下空间框架结构层间相对位移响应梯度和海赛矩阵的计算步骤,用Matlab语言编制了空间框架结构层间相对位移响应梯度和海赛矩阵的计算程序,实现了空间框架结构层间相对位移响应梯度和海赛矩阵的精确计算。最后通过一个二层空间框架结构的计算实例表明本文所提出的计算方法是有效的。
The paper presents an accurate algorithm of calculating the interstorey drift response gradient and Hessian matrix of the spatial frame structures under the earthquake motion. The formulas for the interstorey drift response gradient and Hessian matrix of the spatial frame structures subjected to the earthquake excitation were derived based on the finite element and Newmark-[3 methods. The computa- tional steps of the interstorey drift response gradient and Hessian matrix of the spatial frame structures subjected to the earthquake excitation were designed for compiling programme in matlab language. The method umplements the computation of interstorey drift response gradient and Hessian matrix of spatial frame structures in accurate degree. Finally, a two-story spatial frame structures was demonstrated as an example. The numerical result indicates the algorithm is effective.
出处
《计算力学学报》
EI
CAS
CSCD
北大核心
2010年第2期303-309,320,共8页
Chinese Journal of Computational Mechanics
关键词
抗震设计
动力响应优化
层间位移响应梯度
层间位移响应海赛矩阵
空间框架
seismic design
dynamic response optimization
interstorey drift response gradient
interstorey drift response Hessian matrix
spatial frame
