lateral stiffness

基本解釋

And getting two formulas:(1) Story lateral stiffness of special-shaped column frame structure.
得到了二個(gè)研究成果：（1）異形柱框架的抗側(cè)移剛度公式；
Attended mode is pointed out to have little influence on performance of structure under vertical load, but the influence on lateral stiffness of super steel frame can't be ignored.
指出連接方式對(duì)結(jié)構(gòu)豎向荷載下性能的影響很小，對(duì)巨型框架結(jié)構(gòu)抗側(cè)剛度的影響則不容忽略；
In this paper, based on the behavior of special-shaped column, the "story shear model" is built, the story lateral stiffness is deduced and compared with the rectangular column frame structure.
本文結(jié)合異形截面柱的受力性能，建立異形柱框架“剪切層模型”，導(dǎo)出了異形柱框架的抗側(cè)移剛度公式，并和矩形柱框架的抗側(cè)移剛度做了比較分析。

抗側(cè)剛度
A large number of frames damaged due to the poor lateral stiffness in Wenchuan Earthquake. Additonal flange wall could effectively improve the lateral stiffness.
汶川地震中,大量框架結(jié)構(gòu)由于柱抗側(cè)剛度不足產(chǎn)生破壞,增設(shè)翼墻加固框架結(jié)構(gòu)能有效提高其抗側(cè)剛度。
側(cè)向剛度
This paper provides the referential values of the ratios of equivalent lateral stiffness and story-drift in the regions of seismic intensity 7.
本文提供了在七度抗震設(shè)防區(qū)，轉(zhuǎn)換板上、下結(jié)構(gòu)等效側(cè)向剛度比、層間位移角比兩參數(shù)選取的參考值。
側(cè)移剛度