shear structure meaning in Chinese
剪力构造
剪切构造
切变结构
Examples
- On structure system and asesmic performance of sublayer - shear structure
抗震墙结构的结构方案与抗震性能 - The compress and compresso - shear structure distributed in huanan belongs to barrier fault , which is beneficial for cbm preservation
华南多为压性，压扭性构造，属于遮挡断层，对煤层气保存有利。 - It has been analyzed the vibration status and energy response of a five - floor shear structure with and without fps isolator using the finite element program
摘要以一个摩擦摆隔震五层剪切型结构为例，采用有限元分析程序，计算分析了隔震与非隔震上部结构振动状态和能量响应规律。 - Shear wall is the main part of the aseismic structures . it takes about 80 percent of seismic function in frame - shear structures and takes about 80 percent of seismic function in steel - concrete structures . it is the most widely used structure in buildings
剪力墙是抗震结构中的关键部件,它在框剪结构中约承担着结构整体80 %的水平地震作用;在钢-混凝土组合结构中,由剪力墙组成的核心筒也承担着结构整体约80 %的水平地震作用。 - Based on the theory of stochastic finite element , the structural parameters of frame - shear structure including stiffness and mass and damping are simulated to be stochastic variables . by solving recurrence equation of stochastic finite element , the duration curve of mean value and standard deviation of seismic response can be obtained for every floor of frame - shear structure . an analysis is thus given to the effects of independent variation and simultaneous variation of structural parameters on the seismic dynamic response of frame - shear structure . as shown by the results , with regard to frame - shear structure , the effect of variation of strucural parameters on the change of mean value are chiefly the increase of standard deviation of response . variation of stiffness will cause the response of frame - shear structure to variate greatly ; variation of mass shows less effect ; and variation of damping shows insignificant effect . the effects of simultaneous variation of various structral parametres on seismic response are only slightly greater than the effect of stiffness variation alone
以随机有限元理论为基础，将框剪结构的刚度、质量、阻尼等结构参数为随机变量.通过求解随机有限元的递推方程，得到框剪结构各层的地震动力响应均值和标准差历时曲线.分析结构参数单独变异，以及同时变异对框剪结构地震响应的影响.研究结果表明,对框剪结构而言，结构参数的变异对响应的均值变化影响都不大，主要是增大响应的标准差.刚度的变异性将引起框剪结构的响应发生大幅度变异，质量的变异性影响稍小，阻尼的变异性影响不显著.结构各参数的同时变异，对框剪结构地震响应的影响，仅比刚度单独变异的影响稍大