cycle load in Chinese

• 循环负载

• "cycle of load" in Chinese :    载荷循环
• "load cycle" in Chinese :    负荷循环; 负载周期
• "belastungsphase load cycle" in Chinese :    加荷阶段
• "lastwechsel load cycle" in Chinese :    负载变换
• "load-recovery cycle" in Chinese :    载荷回复周期
• "low cycle load" in Chinese :    低周期荷载
• "pallet load cycle" in Chinese :    用货盘装载的周期
• "cycle" in Chinese :    n. 1.循环，周期，一转。 2.周时，周年，年纪。 3.(诗、故事等的)始 ...
• "cycle by" in Chinese :    cycle逐周期
• "no cycle" in Chinese :    无固定循环
• "a load of" in Chinese :    大量, 许多
• "load" in Chinese :    n. 1.装载，担子；负担；工作(负荷)量。 2.(车船等的)装载量；一驮， ...
• "load on" in Chinese :    加负荷
• "load with" in Chinese :    装载某物
• "no load" in Chinese :    空载; 免佣金的股票; 无荷载; 无载的

• Research on characteristic curves of sandstone under cycle load and different saturation degree
  不同饱和度时砂岩材料循环载荷特性曲线实验
• Two l : 2-scale steel frame specimens are tested on their behavior under cycle loading and some cavity sandwich panel infill specimens are tested
  完成了两榀1：2钢框架模型试验和空腔结构砌体的材性试验。
• In this thesis, the experiments of low cycling loading is carried out to study on the ability resisted seismic based on the new structure system
  本文通过2个试件在低周反复荷载下的试验，研究了这种体系墙片单元的抗震性能。
• By the balance equation under the limited stage, the shear in the joint core is solved, and the shear capacity under the earthquake week cycle load is analysed
  根据达到极限状态时节点的平衡方程，求出节点核心区总剪力，进而对其在低周期反复载荷作用下的承载力进行了分析。
• In this paper, 31 specimens of concrete filled rectangular steel tube ( cfrst ) are tested under cycle loading, the main parameters are axial ratio, section height to width ratio and steel strength
  考虑轴压比、高宽比、混凝土强度等参数，进行了31根矩形钢管混凝土压弯构件滞回试验。
• The ha coating is easily broken off from the substrate because of the interface corrosion, caused by the body fluid, and the cycle load . the preparation of the bg / ha bioactive graded coating on the surface of ti6a14v is an effective way to alleviate the heat stress
  在钛合金表面制备生物玻璃(bg)ha梯度涂层，来缓和因热膨胀系数不匹配而造成的涂层内部过高的热应力是解决以上问题的有效途径之一。
• With ansys software, the simulated calculation of steel reinforced high strength concrete ( hsrc ) column / high strength reinforced concrete ( hrc ) beam frame side joints under the earthquake week cycle load is made and the limited capacity is determined
  摘要利用ansys软件，对5个不同参数下的钢骨高强混凝土柱钢筋高强混凝土梁框架边节点进行了在低周期反复载荷作用下的模拟计算，确定了各个试件的节点承载力。
• Considering the similitude law for shaking table test, we study the test results and obtain some conclusions which are a ) generally, the silty soil in test box liquefies and the liquefied time has relation with the amplitude of acceleration, b ) when the intensity is on and above eight degree, the silty soil deposit will be liquefied dramatically, c ) the relationship of the pore water pressure is relevant to the cycle loading which represents when the cycle loading ranges from little to great, the relationship is represent as a concave curve, or else as a protruding curve and tends to stability . ( 3 ) based on the triaxial compression test and the resonant column test, some studies are made such as a ) the duncan-chang parameters of constitutive model, b ) the dynamic shear modulus ratio and c ) the damping ratio of the site soil deposits . in order to deal with the test data, a computer program is compiled
  (2)利用小型振动台进行了k_0固结状态下粉土的振动液化模拟研究，通过分析正弦荷载作用下的试验资料，验证了粉土的孔隙水压力增长模式的合理性；从微分方程推导了基于土体振动台模型试验的相似律，并从模型实体、孔压时程曲线和相似律等方面做出了分析，得出了如下结论：在小型振动台试验中，模型箱中的粉土都发生了液化，液化的时刻和输入加速度幅值有关，而对频率的变化不太敏感；粉土在相当于89度地震烈度的加速度幅值作用下可能产生严重的液化；孔压的增长曲线形状与施加的荷载有关：当施加荷载为由小到大的形式时，曲线形状为上凹的曲线；当施加荷载为等幅的正弦荷载或荷载幅值由大到小时，曲线形状为上凸的曲线，且逐渐趋于稳定。
• Considering the similitude law for shaking table test, we study the test results and obtain some conclusions which are a ) generally, the silty soil in test box liquefies and the liquefied time has relation with the amplitude of acceleration, b ) when the intensity is on and above eight degree, the silty soil deposit will be liquefied dramatically, c ) the relationship of the pore water pressure is relevant to the cycle loading which represents when the cycle loading ranges from little to great, the relationship is represent as a concave curve, or else as a protruding curve and tends to stability . ( 3 ) based on the triaxial compression test and the resonant column test, some studies are made such as a ) the duncan-chang parameters of constitutive model, b ) the dynamic shear modulus ratio and c ) the damping ratio of the site soil deposits . in order to deal with the test data, a computer program is compiled
  (2)利用小型振动台进行了k_0固结状态下粉土的振动液化模拟研究，通过分析正弦荷载作用下的试验资料，验证了粉土的孔隙水压力增长模式的合理性；从微分方程推导了基于土体振动台模型试验的相似律，并从模型实体、孔压时程曲线和相似律等方面做出了分析，得出了如下结论：在小型振动台试验中，模型箱中的粉土都发生了液化，液化的时刻和输入加速度幅值有关，而对频率的变化不太敏感；粉土在相当于89度地震烈度的加速度幅值作用下可能产生严重的液化；孔压的增长曲线形状与施加的荷载有关：当施加荷载为由小到大的形式时，曲线形状为上凹的曲线；当施加荷载为等幅的正弦荷载或荷载幅值由大到小时，曲线形状为上凸的曲线，且逐渐趋于稳定。
• There are still many problems remain to be solved in these aspects, such as research on the cladding material, lateral resistant system and steel frame connections, etc . in this paper six 1 : 2-scale steel frame specimens and eight full-scale steel frame connection specimens are tested on their behavior under cycle loading . there are five aspects as below on the problems of steel resident building researched : 1 a new lateral resistant system, which is steel frame with cavity sandwich wall infill, is put forward for the first time in this paper
  本文针对钢结构住宅体系中亟待解决的若干问题，完成了六榀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，进行了以下几个方面的深入研究：1本文首次提出了一种新型的空腔复合填充墙钢框架抗侧力体系。