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低周往复荷载     
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  low cyclic loading
     By testing some specimens of small concrete block walls under low cyclic loading, the ductility of the walls was analyzed.
     通过正交试验设计方法设计的一套低周往复荷载试验 ,对混凝土空心小砌块墙体的基本抗震性能指标之一——延性系数进行了较深入的研究 .
短句来源
     Based on the low cyclic loading experiments on one brick masonry wall with ordinary pilaster and eight specimens of masonry walls with pilaster strengthened by GFRP,the failure characteristics of the walls are explained;
     通过1片未加固带壁柱砖墙和8片GFRP加固带壁柱砖墙在低周往复荷载作用下的抗震性能试验,阐述了各试件的破坏特征;
短句来源
  “低周往复荷载”译为未确定词的双语例句
     The properties of cavity sandwith panel infill steel frame, such as hysteresis characteristics, stiffness, ducfility, failure models and characteristic of dissipation of energgy were gained in the test and compared with ordinary steel frame.
     通过试验得出了空腔砌块复合墙体钢框架在低周往复荷载作用下的P-Δ滞回性能、刚度关系、延性系数、破坏形式及耗能性能等特性,并与相同尺寸的一榀纯框架的相关特性作了对比分析。
短句来源
     Based on the experimental study on the seven 1:2 scale of masonry wall specimens strengthened by carbon fiber reinforced polymer (CFRP) cloth under horizontal reverse load,the shear capability of these seismic strengthened walls are analyzed,by which the mechanics calculating model of the strengthened wall is established.
     在进行低周往复荷载作用下1:2砖砌体墙模型试验研究的基础上,对碳纤维片材(CFRP)抗震加固砌体结构无筋墙体的抗剪性能进行探讨分析,建立碳纤维片材加固砌体墙片后的力学计算模型。
     Based on the cyclic testing of five 1:4 scale specimens that include four specimens with varying plate thickness and a reinforced concrete frame, the fundamental principle of seismic behavior of thin steel plate shear walls is discussed.
     通过 4个薄钢板剪力墙和 1个钢筋混凝土框架的试验 ,研究了薄钢板剪力墙在低周往复荷载作用下的刚度、承载力、延性和耗能性能。
短句来源
     In this paper three l:2-scale steel frame specimens and eight full-scale steel frame connection specimens are tested on their behavior under cycle loading.
     本文完成了三榀1:2钢框架模型试验和八个足尺比例的梁柱连接模型在低周往复荷载作用下的试验研究,进行了以下几个方面的深入研究:
短句来源
     The seismic behavior of the concrete-filled steel tubular frame structures was analyzed by making an experiment on two concrete-filled steel tubular frame structures with the same shapes,materials and dimensions.
     通过两榀具有同一外形尺寸及用料的钢管混凝土框架结构在低周往复荷载下的试验研究和理论分析,研究了该种结构的抗震性能;
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  相似匹配句对
     Experimental Research on Beam-column Connections Under Cyclic Loading
     往复荷载下梁柱节点的试验研究
短句来源
     Simulation analysis of quasi-static cyclic test for energy dissipation braced frame structures
     消能支撑框架结构的往复水平荷载试验仿真分析方法
短句来源
     Seismic resistance of bolt-weld joint and all-weld joint of concrete filled square steel tube and steel beam under cyclic load
     方钢管混凝土框架梁柱节点在往复荷载作用下的抗震性能研究
短句来源
     Performances of precast prestressed beam-to-column concrete connections with unbonded tendons under low reversed cyclic loading
     反复荷载下装配式框架连接的性能
短句来源
     The tests of four specimens of frame's joint under low-cycle reversed load were conducted.
     进行了 4个框架节点的反复荷载试验 .
短句来源
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  low cyclic loading
Investigation of the strength of corrugated expansion pieces for low cyclic loading
      


Based on the test results of 146 reinforced concrete member subjected to axial load, bending and shear, this paper analyzes the failure patterns under cyclic loading and presents the strength calculation methods corresponding to various failure patterns, Moreover, formulas for calculating the ultimate angular rotation and ductility of such member have been established according to the test results. Constructional measure for avoiding bond failures has also been discussed.

本文根据146根钢筋砼压弯剪构件的试验结果,分析了压弯剪构件在低周往复荷载作用下的破坏形态,并提出了相应于各种破坏形态的强度计算方法。建立了低周往复荷载作用下压弯剪构件的延性系数及极限转角的计算公式和防止粘结破坏的构造措施。

Based on the experiment on two column walls,ply walls and later strengthened walls under lower cycle reversal loads, the aseismatic behavior and strengthening effect of the walls are analyzed. Such characteristics as the individual wall's destruction,load bearing capacity, deformation, hysteresis loop and energy consumption are qualitatively analyzed in the paper.

通过对二柱墙、夹板墙和后加固墙在低周往复荷载下的试验研究 ,分析了用夹板墙和破坏后加固墙的效果及抗震性能 ,对各墙体的破坏形态、承载力、变形、滞回特性耗能性能进行了定性分析。

Based on the cyclic testing of five 1:4 scale specimens that include four specimens with varying plate thickness and a reinforced concrete frame, the fundamental principle of seismic behavior of thin steel plate shear walls is discussed. Effective use of thin steel plate shear walls to resist seismic forces is possible. Addition of an unstiffened thin steel plate to a reinforced concrete frame gives the system a substantial increase in stiffness, load carrying capacity, and energy absorption.

通过 4个薄钢板剪力墙和 1个钢筋混凝土框架的试验 ,研究了薄钢板剪力墙在低周往复荷载作用下的刚度、承载力、延性和耗能性能。试验表明 ,利用薄钢板剪力墙作为抗侧力构件是可行的。在钢筋混凝土框架中设置薄钢板可有效的增加刚度、承载力和耗能性能

 
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