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cyclic
相关语句
  循环
    The Experiment and the Hysteresis Model of Reinforced Concrete Members in Combined Bending and Axial Load under Cyclic Loading
    在循环荷载作用下钢筋混凝土压弯构件的试验和滞回模型
短句来源
    Nonlinear Stress-strain Models of Soils under Cyclic Loadings
    循环荷载作用下土的非线性应力应变模型
短句来源
    Using Endochronic Constitutive Equation to Analyze the Problem of Cyclic Loading for Elastoplastic Beam
    用内时本构方程分析弹塑性梁的循环加载问题
短句来源
    Shear Behavior of Reinforced Concrete Short Columns Subjected to High Axial and Cyclic Lateral Loads
    在高轴压和循环剪力作用下钢筋混凝土框架短柱的抗剪性能
短句来源
    Influence of Soil Type on Behaviour of Cyclic Axially Loaded Pile
    土类对轴向循环荷载下桩性状的影响
短句来源
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  反复
    Study on the Performance of Steel Reinforced High-Strength Concrete Columns under Low Cyclic Reversed Loading
    低周反复荷载下型钢高强混凝土柱受力性能研究
短句来源
    A MEAN DEFORMATION THEORY FOR SANDS UNDER CYCLIC LOADING
    反复荷载作用下砂土变形的平均过程理论
短句来源
    Shear Strength of Reinforced Concrete Beam-Column Joints under Low Reversed Cyclic Loading
    低周反复荷载作用下钢筋混凝土框架梁柱节点核心区抗剪强度的试验研究
短句来源
    The Flexural Strength and the Displacement Ductility of Reinforced Concrete Framed Columns under Cyclic Loading
    钢筋混凝土框架柱在低周反复荷载作用下的抗弯强度及延性
短句来源
    A Study of Hysteretic Characteristic andDuctility of the Reinforced Ceramite ConcreteCompressive and Bending Members under Cyclic Loading
    周期反复荷载作用下钢筋陶粒混凝土压弯构件滞回特性及延性的研究
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  “cyclic”译为未确定词的双语例句
    Cyclic Performance of Concrete-Filled Steel Tubular Columns after Exposure to Fire
    火灾后钢管混凝土压弯构件的滞回性能研究
短句来源
    Saturated Sands under Cyclic Loading
    往返荷载下的饱和砂
短句来源
    An Energy Approach for Analysing the Development of Cyclic Proe Water Pressure
    土中振动孔隙水压力升长程度的能量分析法
短句来源
    Study on transient effective shear-strength of saturated sand under cyclic loading
    往返荷载下饱和砂土瞬态有效抗剪强度的研究
短句来源
    Development of Pore Water Pressure in Sands under Different Types of Cyclic Loadings
    不同形式振动荷载下土中孔隙水压力的发展
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  cyclic
This family includes all modular representations of cyclic groups.
      
Universal Spectra and Tijdeman's Conjecture on Factorization of Cyclic Groups
      
Obviously every invariant subspace (under translation and modulation) is cyclic if it has a subspace WH frame.
      
Continuous Wavelet Transforms from Semidirect Products: Cyclic Representations and Plancherel Measure
      
Functions whose translates span Lp(R) are called Lp-cyclic functions.
      
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Based on analysing a large quantity of data obtained from in-situ observation and laboratory experiments, it is explored that the main causes offthe land subsidence in Shanghai are the cyclic variation of the ground water table. The reological properties of the 1st and 2nd compressible strata are discussed. The important contribution of the compression of the aqueou sand stratum to the land subsidence in Shanghai is mentioned. In calculating the values of storage coefficient of various soil strata, the...

Based on analysing a large quantity of data obtained from in-situ observation and laboratory experiments, it is explored that the main causes offthe land subsidence in Shanghai are the cyclic variation of the ground water table. The reological properties of the 1st and 2nd compressible strata are discussed. The important contribution of the compression of the aqueou sand stratum to the land subsidence in Shanghai is mentioned. In calculating the values of storage coefficient of various soil strata, the rule of rebound and settlement can be readily evaluated by norma-li zing the observed deformation of different soil strata according to the range of variation of the ground water table. The conception of the ratio between rebound and compression is used to study the characteristice of residual deformation of various soil strata in Shanghai.

本文在总结分析以往大量的野外实测资料和室内试验资料的基础上,阐明了地下水位的升降变化是导致上海地面沉降的主要原因。文中论证了第一、二压缩层的流变性质,并指出含水砂层的变形在上海地面沉降中的主要作用。通过对各土层单位变形量的分析,将各土层的实测变形量根据水位变幅予以规格化,以便判断各土层的回升与沉降情况,文中还运用了“胀缩比”的概念,分析了上海各土层的残余变形特征。

Owing to the fact that brick masonry is usually considered as a brittle mate- rial,research in connection with methods of analysis of earthquake responses of brick masonry buildings is very scanty.However,under cyclic shearing force,brick masonry also undergoes evident hysteretic behaviour.Therefore,on the basis of experimental data,we proposed a new “semi-degrading multilinear” model for restoring force and in accordance with the story shear model structure-ground lumped mass-spring system,we studied...

Owing to the fact that brick masonry is usually considered as a brittle mate- rial,research in connection with methods of analysis of earthquake responses of brick masonry buildings is very scanty.However,under cyclic shearing force,brick masonry also undergoes evident hysteretic behaviour.Therefore,on the basis of experimental data,we proposed a new “semi-degrading multilinear” model for restoring force and in accordance with the story shear model structure-ground lumped mass-spring system,we studied the nonlinear earthquake responses of brick masonry buildings.

长期以来,由于把砖砌体看成脆性结构而很少对它进行非线性地震反应的分析。其实,砌体在周期性剪力作用下具有显著的滞回性质。我们根据实验资料确定恢复力模型为半退化多线型并按结构—地基集中质量模型对砖混结构进行了非线性地震反应分析。此外,通过典型数例研究了砖混结构与地震波波形和地基刚度之间的关系。

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。

 
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