本文采用了连续化的模型，计算离散化剪切型结构的动力参数。
The paper USES the continuum model to calculate the dynamic parameters of shearing structures.
基于结构侧向位移的剪切波动方程，提出分析多层剪切型结构水平地震反应的新方法。
Based on the shear wave formulation, this paper presents a new method to calculate horizontal seismic responses of multistory shear type structures.
半筒型：当介质中含有固体棵粒或纤维状物质时，可选用半筒型结构，此种结构具有自洁及剪切功能。
Half tube type: when the medium containing solid particles or fibrous material, can choose a half tube type structure, this structure has the clean and shear function.
针对剪切型框架结构提出了分步损伤检测的方法。
A two-step detection of damage for shear frame structures was presented.
介绍专利产品X JH型高剪切粉碎混合机的工作原理、结构及其特点。
As a patent product, the working mechanics, structure and features of XJH type highly shearing and crushing mixer are presented.
在水平荷载作用下，建筑结构的侧移曲线分为剪切型和弯曲型两种。
With the horizontal load, the lateral displacement curve of the structure is divided to shearing type and bending type .
通过大量计算，文中推荐了剪切型、剪弯型及弯曲型结构地震作用及其分布的简化分析方法。
Based on a large number of calculated results, a simplified method applicable to these three types of structures for analyzing the earthquake actions and their distributions are presented.
采用剪切型平扭模型，建立了地震作用下具有粘滞阻尼器偏心结构的平扭耦联运动方程。
The equations of motion of an eccentric building with viscous dampers under earthquake actions are established.
通过一个10层剪切型框架结构的数值分析表明，振型曲率的改变不能正确识别结构损伤位置；
Some useful results were obtained by a numerical simulation of a 10-story shear-type frame structure. Damage can not be located correctly through the changes in mode shape curvature.
水平荷载作用下，钢筋混凝土异形柱框架结构侧移分为剪切型和弯曲型；
The main reason of the structure lateral displacement is the horizontal load.
发现结构振型包含弯曲和剪切两种形变；
The test results indicate that the mode shapes are composed of two deformations of the bending and shear.
针对低矮小开口剪切型剪力墙，研究基于直接模态摄动法原理的结构动力特性的半解析分析方法。
In this paper, a method is developed, which may be called the method of mode perturbation, to analyze the characteristics of vibration of complicated beams.
针对低矮小开口剪切型剪力墙，研究基于直接模态摄动法原理的结构动力特性的半解析分析方法。
In this paper, a method is developed, which may be called the method of mode perturbation, to analyze the characteristics of vibration of complicated beams.
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