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多层建筑抗震分析用的两个计算机程序
引用本文:朱晓力,朱镜清,张微敬.多层建筑抗震分析用的两个计算机程序[J].世界地震工程,2005,21(3):64-69.
作者姓名:朱晓力  朱镜清  张微敬
作者单位:1. 中国地震局工程力学研究所,黑龙江,哈尔滨,150080
2. 北京工业大学,北京,100022
摘    要:提供两个高效而实用的FORTRAN程序(例行子程序形式),用于对称三对角矩阵的两个计算问题(其一是线性代数方程组的求解,其二是广义特征值问题的计算)。在工程应用中,它们可用于多层建筑的振动特性分析、反应谱法地震变形计算、Pushover静力推覆分析和时程法地震反应分析等问题中。

关 键 词:多层建筑  抗震分析  对称三对角矩阵  计算机程序
文章编号:1007-6069(2005)03-0064-06
收稿时间:2005-04-15
修稿时间:2005-07-13

Two computer programs utilized in seismic analyses of multistory buildings
ZHU Xiao-li,ZHU Jing-qing,ZHANG Wei-jing.Two computer programs utilized in seismic analyses of multistory buildings[J].World Information On Earthquake Engineering,2005,21(3):64-69.
Authors:ZHU Xiao-li  ZHU Jing-qing  ZHANG Wei-jing
Abstract:This paper provides two FORTRAN subroutines for the two computational problems of the symmetric tridiagonal matrix (solution of the system of liner algebraic equations, and computation of the generalized eigenvalues and eigenvectors). The two subroutines can be utilized in the analysis of vibration characteristics of multistory buildings, and their seismic deformation computation by the response spectrum method, the push-over analysis, and the seismic response analysis by various time history methods. The two subroutines adopt special computational methods. Therefore, they have high efficiency and are very practical.
Keywords:multistory building  seismic analysis  symmetric tridiagonal matrix  computer program
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