hysteretic behavior造句
例句与造句
- theoretical model for hysteretic behavior of sma-rubber bearings
橡胶支座滞回性能的理论模型 - 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 - 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 - many civil engineering structures exhibit hysteretic behaviors when subject to severe dynamic loads, such as strong earthquakes
在实际结构中,很多土木建筑在遭受到强烈地震之类的动荷载时,存在迟滞非线性现象。 - evaluations of seismic behavior of connection are drawn by studying the hysteretic behavior of the connections under cyclic loading . 4
对节点进行循环加载受力分析，研究节点的滞回曲线及包络线，对节点的抗震性能做出评价；4 - It's difficult to find hysteretic behavior in a sentence. 用hysteretic behavior造句挺难的
- effects of column axial force and rib stiffener on hysteretic behavior of connections were synthetically considered for the first time during cyclic-loading
在循环加载试验中首次综合探讨了柱轴力大小、加劲肋构造措施等对连接性能的影响。 - the hysteretic behavior of the model are made and compared with experimental results . it is show that experimental results are got well according with the theoretical results
有限元计算结果与试验结果进行了对比，结果表明理论分析结果与试验结果基本相符。 - in order to study the hysteretic behavior of end-plate connections and verify the reliability of theoretical method, 8 end-plate species were tested under cyclic load
为了分析端板连接的滞回性能并验证理论分析的可靠性，本文进行了8个端板连接试件的循环加载试验。 - the method applied two elements to analyze the collapse mechanism and hysteretic behavior of eccentrically braced steel frames under cyclic load in structure at first time
在整体结构中采用两种单元较精确的分析偏心支撑钢框架的滞洄性能及破坏机理的方法，在国内外均属首次。 - on based of experiments, failure character and hysteretic behaviors are analysed and the data of load carrying capacity, stiffness, ductility and measurement of energy dissipation
在试验的基础上，分析了墙片单元的破坏特征和滞回性能，得到了承载力、刚度、延性、耗能量等方面的实测数据。 - on the basis of the experiments, failure characters and hysteretic behaviors are analysed and the data of the load carrying capacity, stiffness, ductility and measurement of energy dissipation etc . are acquired
在试验的基础上，分析了墙片单元的破坏特征和滞回性能，得到了承载力、刚度、延性、耗能量等方面的实测数据。 - results of the experiment shows that end-plate connections have excellent hysteretic behaviors, and the determination factors, which have crucial influence on the behavior, are end-plate thickness, column web thickness, and the rib stiffeners
试验结果表明端板连接具有良好的滞回性能，端板厚度、节点域柱腹板厚度以及加劲肋构造是影响连接性能的主要因素。 - the influences of the steel tubes on the failure modes of specimens, on the shear strength of core area of joints, on the stiffness of joints, on the ductility and on the energy dissipation . meanwhile, both the function of concrete-filled steel tubular core columns in raising aseismic strength and the hysteretic behavior of joints specimens have been studied . in addition, the failure modes, the strength, stiffness, the ductility and the energy dissipation of the joints between concrete-filled steel tubular core columns and prestressed concrete beams, of have compared with those of the joint between a reinforced concrete column and a prestressed concrete beam
根据试验结果，描绘了试件在低周反复荷载作用下的受力性能及破坏形态，分析了试件的有关强度指标、节点刚度、延性及耗能能力，讨论了柱内钢管对节点试件在破坏形态、核心区抗剪承载力、刚度、延性及耗能能力等方面的影响、钢管混凝土核心柱对提高节点抗震性能的作用以及节点的滞回特性，比较了钢管混凝土核心柱与预应力混凝土梁框架节点和普通预应力混凝土框架节点在破坏形态、节点强度、节点刚度、延性及耗能能力等方面的充业庶：钢营捉枉土较心往与扭应力捉枉土要节点低周反复荷敢试验研兜差异。 - the fabrication of specimens, the program and phenomenon of the experiment are described in detail, and the phenomenon of the experiment is interpreted also . experimental hysteretic curves are compared with calculation results utilizing integral method, and agree well . the effects of these parameters on hysteretic behaviors, monotonic curves, elastic rigidity and ductility are analyzed according to p-a monotonic curve from the experiment
文中具体地介绍了试件的制作，试验过程以及试验现象；详细分析了试验现象；将试验所得的p-滞回曲线与数值计算结果进行比较，吻合良好；通过包络线分析各参数对构件滞回性能、单调曲线形状、弹性刚度、延性等的影响。 - on the other hand, they have been put into use in practical engineering in large scale . in this paper, beam-column joints strengthened with cfs have been study systematically . based on the experiments of five full-scale beam-column joints ( two non-seismic joints, one seismic joints and two non-seismic joints strengthened with cfs ) subjected to lateral cyclic load, the failure mode, ultimate capacity, hysteretic behavior, ductility factor etc . are compared and analyzed
试验中对5个足尺梁柱中节点试件(2个非加固试件、1个抗震试件、2个加固试件)施加了低周反复荷载的试验，分析比较了非抗震节点、抗震节点和cfs加固节点在滞回曲线、屈服荷载、极限荷载、延性系数、耗能系数等抗震性能上的差异。
更多例句： 下一页
