flexibility matrix

基本解釋

At the first section of the paper, the total flexibility matrix was derived and the unified force method equation was set up.
文中推導(dǎo)得出了梁與地基共同工作的總?cè)岫染仃嚕?建立了用力法計(jì)算彈性地基粱的統(tǒng)一方程。
In this paper, the static and dynamic analysis of multi-story and multi-spanhinged frame are worked out by flexibility matrix method.
本文采用柔度矩陣法，對(duì)多層多跨鉸接框架進(jìn)行靜力與動(dòng)力分析，附有實(shí)例。
Third, Wavelet Packet Energy Component Curvature Method, Curvature Mode Method and Flexibility Matrix Method are introduced, based on which, the method which use EVI to locate the damage is proposed.
再次，系統(tǒng)介紹了小波包能量分量曲率法、曲率模態(tài)法和柔度矩陣法等損傷定位理論，在此基礎(chǔ)上提出了利用小波包能量變異極值指數(shù)法進(jìn)行橋梁損傷定位的方法。

柔度矩陣
柔度陣
The flexibility matrix method for damage identification of frame structure is suggested in this paper. The first modal parameters obtained by dynamic measuring are needed only in this method.
本文根據(jù)利用實(shí)驗(yàn)獲得的一階模態(tài)參數(shù),提出了一種框架結(jié)構(gòu)損傷識(shí)別的柔度陣法,通過用殘余位移向量來判斷結(jié)構(gòu)是否發(fā)生損傷,進(jìn)一步利用損傷前后柔度陣中元素的最大值來判斷損傷的部位。
基樁隨機(jī)性