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修正Newton-Raphson方法和弧长法在结构推覆分析中的联合应用
引用本文:宋少沪,曾玉山,张佩军.修正Newton-Raphson方法和弧长法在结构推覆分析中的联合应用[J].上海大学学报(自然科学版),2006,12(1):101-106.
作者姓名:宋少沪  曾玉山  张佩军
作者单位:上海大学,土木工程系,上海,200072
摘    要:基于性能抗震设计理论将成为未来建筑抗震设计的主流,推覆分析和非线性时程分析是基于性能抗震设计的主要手段.该文在前人的理论基础上,为了提高分析的精度,搜索结构的软化段,采用了Newton-Raphson方法和弧长法联合应用的非线性方程组的求解技术,对高层结构推覆分析进行了较为深入的探讨.

关 键 词:推覆分析  非线性方程  Newton-Raphson方法  弧长法
文章编号:1007-2861(2006)01-0101-06
收稿时间:2005-03-20
修稿时间:2005年3月20日

Application of Both Modified Newton-Raphson Iteration and Arc-Length Method to Pushover Analysis of Building Structures
SONG Shao-hu,ZENG Yu-shan,ZHANG Pei-jun.Application of Both Modified Newton-Raphson Iteration and Arc-Length Method to Pushover Analysis of Building Structures[J].Journal of Shanghai University(Natural Science),2006,12(1):101-106.
Authors:SONG Shao-hu  ZENG Yu-shan  ZHANG Pei-jun
Institution:Department of Civil Engineering, Shanghai University, Shanghai 200072, China
Abstract:Performance based seismic design of buildings is becoming a trend.Pushover analysis and nonlinear time-history analysis are main approaches in performance based seismic design.On the basis of previous researches and in order to enhance accuracy of pushover analysis and search for softening sections in the structure,the Newton-Raphson iteration and arc-length method have been used to solve nonlinear equations.In particular,pushover analysis of tall structures has been studied in considerable detail.
Keywords:pushover analysis  nonlinear equations  Newton-Raphson iteration  arc-length method
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