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hysteretic behavior
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  滞回性能
     Analysis of Influencing Factors to Spatial Hysteretic Behavior of Mega Steel Columns
     空间受力巨型钢柱滞回性能的影响因素分析
短句来源
     Hysteretic behavior of square concrete-filled thin-walled steel tubular columns with ribs
     带肋薄壁方钢管混凝土柱的滞回性能
短句来源
     Research of Theory and Test on Hysteretic Behavior of Concrete-Filled Rectangular Steel Tubular Frame
     方钢管混凝土框架滞回性能理论与试验研究
短句来源
     Research of Theory and Test on Hysteretic Behavior of Concrete-filled Rectangular Steel Tubular Frame after Consolieated
     方钢管混凝土框架加固后的滞回性能试验与理论研究
短句来源
     However, research on CFS members is mainly focused on the range of elastic and static performance, and the hysteretic behavior of CFS members has not been researched deep.
     而目前冷成型钢构件的研究仅集中在弹性、静力荷载作用的范围内,对这类构件的滞回性能和抗震性能尚未深入研究。
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  “hysteretic behavior”译为未确定词的双语例句
     Analysis of hysteretic behavior of Pall-typed frictional dampers considering geometrical nonlinearity and corresponding test verification
     基于几何非线性的Pall型摩擦阻尼器滞回特性分析与试验验证
短句来源
     Experiment research and hysteretic behavior analysis of cone shape memory alloy damper
     锥形形状记忆合金阻尼器滞回特性分析与试验研究
     THE ANALYSIS OF HYSTERETIC BEHAVIOR OF PALL-TYPED FRICTIONAL DAMPERS CONSIDERING GEOMETRY NONLINEARITY
     考虑几何非线性的Pall型摩擦阻尼器滞回特性分析
短句来源
     Simulation of Hysteretic Behavior of Reinforced Concrete Columns with Strong End Restraint
     受端部强约束的钢筋混凝土柱滞回行为仿真
短句来源
     To explore the feasibility of light-gauge steel framed residences in seismic fortified areas, the researches for the hysteretic behavior of CFS members has great technical and economic significance.
     为了探索在抗震设防地区采用轻钢龙骨体系建造单层和多层住宅的适用性,对冷成型薄壁钢构件抗震性能进行研究具有重要的技术和经济意义。
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  相似匹配句对
     Testing hysteretic behavior of steel frame
     钢框架滞回性能试验研究
短句来源
     Analytical Modelings of Hysteretic Behavior of R/C Frames
     钢筋混凝土框架滞回曲线的计算模型
短句来源
     From Right to Behavior
     从“权利”到“行为”
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     Art and Behavior
     “行为艺术”的雾幛
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  hysteretic behavior
The hysteretic behavior of the actuator is experimentally identified and incorporated with the dynamic model to take account for the system uncertainty.
      
Subsequently, the Preisach model for the MR fluid is established in order to identify the field-dependent hysteretic behavior.
      
This paper presents the experimental identification of the field-dependent hysteretic behavior of a magnetorheological (MR) fluid.
      
Hysteretic behavior of a magnetorheological fluid: experimental identification
      
Hysteretic behavior is, on the contrary, shown to be highly cycle dependent.
      
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In this paper, Seismic behavior of the apartment building structures ( 5-6 storeys ) of cast-in-situ internal shear walls constructed with wall form and external walls of precast concrete panels or bricks has been investigated. The paper summurizes the items of research as follows. (1) test of 8-story and 6-story structural models(1/20-scale)on a shaking table, (2) test of a 3-story structural model ( 1/3-scale ) under reversed cyclic lateral static loading, (3) test of 33 reinforced concrete shear walls(with...

In this paper, Seismic behavior of the apartment building structures ( 5-6 storeys ) of cast-in-situ internal shear walls constructed with wall form and external walls of precast concrete panels or bricks has been investigated. The paper summurizes the items of research as follows. (1) test of 8-story and 6-story structural models(1/20-scale)on a shaking table, (2) test of a 3-story structural model ( 1/3-scale ) under reversed cyclic lateral static loading, (3) test of 33 reinforced concrete shear walls(with and without openings) under reversed cyclic lateral static loading, (4) investigation of the damages of multistory apartment building structures in the Tangshan earthquake July 1976, (5) measurements of dynamic characteristicso f existing multistory apartment buildings,and (6) examination of cracks in this kind of structure.Strength, ductility and minimum percentage of reinforcement in the shear wall were presented. Collapsing process, dynamic characteristics and hysteretic behavior of this kind of structure were studied and evaluated. Method of analysis considering the spatial behavior of the walls was compared with model test and satisfactory agreement was obtained.

本文对内墙为大模板现浇、外墙为预制混凝土墙板或砖砌的5~6层住宅结构的抗震性能作了研究。综合介绍下列研究项目:一、8层和6层结构模型(1/20缩尺)振动台试验,二、3层结构模型(13缩尺)反复加荷试验;三、33个钢筋池凝土剪力墙(开洞和不开洞)反复加荷试验;四、唐山地震多层住宅结构震害调查;五、实际房屋动力特性实测;六、这类结构的裂缝调查。 提出了钢筋混凝土剪力墙的强度、延性和最小配筋率。研究和评述了这类结构的倒坍过程、动力特性和恢复力特性。考虑空间作用的计算方法与模型试验作了对比,得到了比较满意的结果。

This paper presents a practical method for the analysis of nonlinear earthquake stochastic response of structures, which is based on the improved method of equivalent linearization. The hysteretic behavior is taken into account by thecalculating curves of restoring forces. Two numerical examples are given and theresults are also compared with those of Monte-Carlo's and those of unproved me-thod of equivalent linearization method.

目前对于力学图式为多自由度体系的建筑结构的概率性非线性地震反应分析研究还不多。本文提出了一个实用的方法,对于以剪切变形为主的结构,只要给出结构和地基的有关参数,就能进行非线性的随机反应分析。该实用方法在改进等效线性化方法的基础上,通过引入恢复力的计算曲线处理了恢复力滞回曲线。文中还用该方法计算了两个工程实例,计算结果与Monte-Carlo数值模拟法作了对比,还与一般的等效线性化作了对比。

The experimental results from bidirectional cyclic loading tests on twelve reinforced concrete space beam-column joints are reported in this paper. The primary research variables were the ratio of the column-to-beam flexural strength, confining member size ( beam and slab ) , joint reinforcement, axial column load and loading history. The hysteretic behavior of the joint and the slippage of beam and column bars through the joint were also examined. Based on the test results, the recommendations for design...

The experimental results from bidirectional cyclic loading tests on twelve reinforced concrete space beam-column joints are reported in this paper. The primary research variables were the ratio of the column-to-beam flexural strength, confining member size ( beam and slab ) , joint reinforcement, axial column load and loading history. The hysteretic behavior of the joint and the slippage of beam and column bars through the joint were also examined. Based on the test results, the recommendations for design of space beam-column joints under earthquake-type actions including a minimum column-to-beam flexural strength ratio, a minimum confining beam-to-column width ratio, the calculation method for joint shear strength and the minimum anchorage length for beam bars in the joint are presented.

本文提供了12个钢筋砼空间框架节点在双向反复荷载作用下的试验研究结果,其主要的研究参数是柱梁抗弯强度比值、约束构件尺寸(梁与板)、节点配筋、柱轴向力以及加荷过程。对节点的滞回特性和通过节点的梁筋与柱筋的滑移也进行了研究。在试验结果的基础上,提出了在地震型荷载作用下空间框架节点的设计建议,其中包括柱梁抗弯强度的最小比值、约束梁梁宽与柱宽的最小比值、节点抗剪强度的计算方法以及梁纵向钢筋在节点内的最小锚固长度。

 
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