pseudo-dynamic test中文是什么意思

• 拟动力试验

• "pseudo"中文翻译    adj. 〔口语〕假，伪，冒充的。
• "dynamic"中文翻译    adj. 1.动力的，动力学的；力学(上)的；动(态)的 ...
• "test"中文翻译    n. 【动物；动物学】(软体类的)介壳，甲壳；【植物；植 ...
• "dynamic test" 中文翻译 :    冲辉验; 动力测试; 动力试验; 动力学试验; 动试验; 动态力学试验; 动态试验
• "pseudo f test" 中文翻译 :    近以f检验
• "pseudo random test pattern" 中文翻译 :    伪随机测试模式
• "pseudo-random test pattern" 中文翻译 :    伪随机测试模式
• "pseudo-random test specification" 中文翻译 :    伪随机测试说明
• "pseudo-static test" 中文翻译 :    伪静力试验
• "accelerator dynamic test" 中文翻译 :    加速器动力测试
• "bridge dynamic loading test" 中文翻译 :    桥梁动载试验
• "control of dynamic drive test" 中文翻译 :    动性驱力控制测验
• "degree of dynamic drive test" 中文翻译 :    动性驱力程度测验
• "determination by dynamic test" 中文翻译 :    动态实验测定
• "dts dynamic test system" 中文翻译 :    动态测试系统
• "dynamic balance test" 中文翻译 :    动平衡试验
• "dynamic balancing test" 中文翻译 :    动平衡试验
• "dynamic balancing test of propeller" 中文翻译 :    螺旋桨动平衡试验
• "dynamic ball indentation test" 中文翻译 :    落球硬度试验
• "dynamic compression test" 中文翻译 :    动力压缩试验; 动态压缩试验
• "dynamic core flow test" 中文翻译 :    岩心动态流动试验
• "dynamic corrosion test" 中文翻译 :    动态腐蚀试验
• "dynamic endurance test" 中文翻译 :    变负载强度试验; 动力耐久试验
• "dynamic exposure test" 中文翻译 :    动态暴露试验
• "dynamic flow test" 中文翻译 :    动态流动试验

• Pseudo - dynamic test and theoretical analysis of rc tube in tube structure
  钢筋混凝土筒中筒结构拟动力试验研究与理论分析
• By the pseudo - dynamic test and modal analysis of the frame - bent structure , the paper discussed the seismic behavior , calculation method of initial force , simplified design method and structural features of this type of structure
  综上所述，通过对该类框排架结构的试验及理论分析，研究了该体系的抗震性能提出了针对该体系计算方法、设计方法及相应的构造措施。
• To meet the demands for large space and flexible compartmentation of buildings , laminated vierendeel trusses are adopted in high - position transfer story structures . first the bearing characteristics are analyzed , in which reasonable stiffness ratio of the upper chord , middle chord , and lower chord is derived . then combined with an actual engineering model ( 1 8 similar ratio ) , the static loading and pseudo - dynamic tests of two models for laminated vierendeel truss used in transfer story structures are conducted , in which one model adopts reinforced concrete , and the other adopts prestressed concrete and shape steel concrete . seismic behaviors are analyzed , including inter - story displacement , base shear - displacement skeleton curves , and equivalent viscosity - damping curves . a program is programmed to carry out the elasto - plastic dynamic analysis , and displacement time - history curves of the two models are derived . the test and analysis results show that the laminated vierendeel truss with prestressed concrete and shape steel concrete has excellent seismic behaviors . it can solve the disadvantages of laminated vierendeel trusses used in transfer story structures . finally , some design suggestions are put forward , which can be referenced by similar engineering
  为满足建筑物大空间和灵活隔断要求,在高位转换层结构中采用迭层空腹桁架结构.首先分析了其受力性能,得出了空腹桁架各构件合理的截面刚度以及布局形式.然后结合一实际工程,进行了两榀迭层空腹桁架转换结构模型( 1 : 8相似比)的竖向荷载下静力试验以及拟动力试验.其中一榀为普通混凝土迭层空腹桁架,另一榀配置了预应力和钢骨混凝土,对比分析了两模型的层间位移比、骨架曲线以及等效粘质阻力系数等抗震性能的比较,并进行了弹塑性动力分析.试验和分析结果表明,配置预应力和型钢混凝土的迭层空腹桁架转换结构具有良好的抗震性能,可以成功地解决迭层空腹桁架作为转换层结构所产生的弊端问题,最后对这类转换层结构提出了相应的设计建议
• The pseudo - dynamic test of 1 / 3 - scale model six - story building assembled with hollow shear wall with seams . the internal forces , the deformation and the failure mechansm of the building under earthquake are studied . the rules of frequency , damping and response spectrum are studied . the characters of earthquake response such as structure displacement , interstory drift , action of earthquake , the amplificatory coefficient of acceleration and the rule of strain are discussed . at last , this paper presented the design method of this structure based on the aseismic style and put forward the construction
  进行了带缝空心剪力墙结构六层楼房的1 3模型的拟动力试验，研究了结构在水平地震作用下的受力特点、变形特征、破坏形态等力学性能；得到了结构在不同受力阶段的频率、阻尼、反应谱等动力特性变化规律；讨论了结构各楼层的水平位移、层间位移、地震力、加速度放大系数及构件应力分布规律等结构地震反应特征；指出了结构的抗震类型、薄弱层及薄弱部位；提出了多层带缝空心剪力墙结构的第一阶段设计方法和相应构造措施。
• Based on the conventional pseudo - dynamic testing concept , a method for remotely collaborative hybrid dynamic testing of substructures and structural elements using substructure technique is discussed and the equations of motion are derived . the control principle and numerically procedure are also described
  在试验方法方面,本文从传统的子结构拟动力试验方法出发研究了子结构技术在远程协同拟动力试验中的应用,推导了异地分布的多子结构远程协同拟动力试验的整体结构动力方程,并给出了相应的控制原理及数值积分方法。
• The pseudo - dynamic test gives the model ' s earthquake response , failure characteristic and special seismic property , unveil the structure ' s failure procedure of " low density setin block ' s break - slab rib ' s break - end post ' s concrete craze - end post ' s steel bar yielding " , providing full and accurate experimental information to establish the seismic design method . the slab ' s crack discrimination condition is prescribe . the extreme shear strength bearing moment , shear and pressure synchronously shows the bearing capacity components and change in slab ' s failure process
  提出了密肋复合墙体开裂的判别条件；对于墙体在弯剪压耦合作用下的极限抗剪承载力性能，分析了其构成因素及其随破坏过程的变化规律；在试验研究和数值分析的基础上，提出密肋复合墙体抗剪和抗弯承载力表达式，并对典型墙体多遇地震作用下的承载力可靠指标进行了验算；对影响墙体抗剪能力的各种因素进行了显著性分析。
• In this paper , load carrying mechanism , lateral displacement , and design and calculation procedure of lightweight frame structure of multi - ribbed wall panel are studied with chief achievements as follows : based on the test , which a ten - story building model of lightweight frame structure of multi - ribbed wall panel with ratio 1 : 3 is studied though the pseudo - dynamic test , the wall is considered as a plane compound substructure , and space frame - plane compound substructure computational finite element model is given
  本文就密肋壁板轻框结构在弹性阶段的受力机理、设计计算方法及侧移进行了探讨。主要完成下列工作：在10层密肋壁板轻框结构1 / 3比例房屋模型拟动力试验研究的基础上，将墙板视为平面复合子结构，建立空间框架? ?平面复合子结构有限元分析模型，对1 / 3比例房屋试验模型进行数值分析。
• Structure will be a kind of ductile structure with advanced seismic behavior . based on the tests of 25 elements of hollow shear wall r . c . structure and 16 hollow shear wall , we had accomplished pseudo - dynamic tests which employed el - centro wave with different input peak acceleration and pseudo - static test of 1 / 2 . 8 scale model 10 - story building
  在已完成了25个基本空心剪力墙试件和16个墙片的试验基础上，进行了空心剪力墙结构十层楼房1 2 . 8的模型拟动力、拟静力试验，拟动力实验采用不同输入峰值加速度的el - centro ( ns )波。