pseudo-static test中文是什么意思

• 伪静力试验

• "pseudo"中文翻译    adj. 〔口语〕假，伪，冒充的。
• "static"中文翻译     static2 n. 1.〔美国〕【物理学】 ...
• "test"中文翻译    n. 【动物；动物学】(软体类的)介壳，甲壳；【植物；植 ...
• "pseudo static" 中文翻译 :    伪静态的
• "pseudo-static" 中文翻译 :    伪静态的; 虚静态
• "pseudo-static method" 中文翻译 :    拟静力法; 宁静力法
• "pseudo-static storage" 中文翻译 :    伪静态存储器
• "pseudo-static store system" 中文翻译 :    伪静态存储系统
• "static test" 中文翻译 :    静力试验; 静试验; 静态测试; 静态试验；静电测试; 静载试验
• "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-dynamic test" 中文翻译 :    拟动力试验
• "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
• "bridge static loading test" 中文翻译 :    桥梁静载试验
• "computer static test" 中文翻译 :    计算装置静态试验
• "destructive static test" 中文翻译 :    破坏性静力试验
• "determination by static test" 中文翻译 :    静力实验测定
• "elbow-test, static strain" 中文翻译 :    纺织品的检验.平面织物的囊状突起检验.弯管法.静应力
• "long duration static test" 中文翻译 :    长期静力试验
• "long-duration static test" 中文翻译 :    长期静力试验
• "missile static test site" 中文翻译 :    导弹静力试验场
• "propeller static balance test" 中文翻译 :    螺旋桨静力平衡试验
• "quasi-static strength test" 中文翻译 :    准静态强度试验
• "quasi-static test" 中文翻译 :    准静态试验

• Seismic design concept from a pseudo - static test of steel reinforced concrete frame - core wall structure model with transfer floor
  核心筒结构模型拟静力试验对抗震设计的启示
• Such work have been done as follows : 1 . the pseudo - static tests of three 1 / 2 - scale models r . c . frames with special - shaped columns have been conducted
  ( 2 )对异形柱框架结构的侧向刚度和水平承载力的计算方法进行了分析研究。
• The paper probed the applying of multi - ribbed slab with outer light frame structure ( mrsolfs ) to the upper structure of buildings with commodious space at the bottom and the feasibility of replacing lfswsums with frame - supported multi - ribbed composite slab structure ( fsmrcss ) . firstly , the paper carried out test study base on the pseudo - static test under horizontal loads on four two - spanned model members of fsmrcss , including three 1 / 2 - scaled two - storeyed models and one 1 / 3 - scaled three - storeyed model . by the test study , the paper analyzed the test results , including analysis on mechanical property of the constructure under vertical loads , and failure mode , deformation capacity , aseismic performance under horizontal loads and constant vertical loads
  本文首先对三个两跨两层和一个两跨三层的底部大空间框支密肋复合墙结构的1 2和1 3比例模型进行伪静力试验研究，通过对底部大空间框支密肋复合墙结构在竖向荷载及与水平低周反复荷载共同作用下的受力性能的试验研究，探讨了结构的变形性能、滞回耗能和破坏形态，并与框支砌体结构进行对比分析。
• Based on the experimental data , this paper uses the ansys program to do nonlinear finite element analysis . by analyzing the two walls with nonlinear finite element method , this paper gets keleton - frame curves of the two walls . by comparing the data of the fem and pseudo - static test , the result show that load - deflection plots for specimens from the fem is agree with the experimental data
  采用通用有限元分析软件ansys5 . 7 ，对带缝空心剪力墙板进行了非线性有限元分析，得出了此类新型构件在单调加载下的破坏模式、骨架曲线、破坏特征点和单调荷载下的刚度退化规律，并与试验研究结果对比分析。
• The traditional shear wall structure has such disadvantage as large self - weight , stiflhess and seismic forces , poor - ductility and energy saving . based on the post investigation , this paper put forward a new type of hollow shear wall structure with seams . the seismic behavior and design method are investigated and following work on test and theory are done : based on the pseudo - static test of two hollow shear walls with seams , the seismic behavior of the walls are researched
  针对其抗震性能和设计方法，作了较为系统的试验研究和理论分析：以多层住宅结构底层抗震墙为原型，完成了两片带缝空心剪力墙板的1 2模型低周反复加载试验，对这一新型构件的抗震性能进行了系统研究。
• 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。
• The shear mechanism , failure mode , deformation capacity , bearing capacity and the reliability of the anchored angle steels of the wrapped steel concrete cast - in - site frame typical story exterior joints under the middle and high axial compression ratio ( n = 0 . 3 , 0 . 5 , 0 . 6 ) , the working performance , failure mode , and the shear capacity of top story joints under the crack moment , the hysteresis characteristic and the dissipation energy capacity of the test joints are all analysed based on the 1 / 4 model pseudo - static tests of five specimens of wrapped steel concrete cast - in - site frame exterior joints , which varied in axial compression ratio , distribution of the beam angle steels and the stirrup ratio
  基于上述分析，本次试验通过五个外包钢混凝土边节点1 4比例模型的伪静力试验，以柱的轴压比、梁角钢布置形式、配箍率等为主要参数，分析外包钢混凝土现浇框架一般层边节点在中高轴压比( n = 0 . 3 、 0 . 5 、 0 . 6 )条件下，节点的抗剪机理、破坏模式、变形能力、承载能力和角钢锚固的可靠性；分析了顶层边节点在张开弯矩作用下的工作性能、破坏模式和抗剪承载力；分析了试验节点的滞回性能和耗能能力。
• Though the pseudo - static test of three prototype - modal sandwich wall with angled - steel column , seismic behavior are discussed . based on the concrete nonlinear analyzing theory , this paper constructed the finite element modal by ansys program and proved the modal by test result . designed & further improved methods are presented on the conclusion of tests and calculations
  本文通过对三个角钢边框复合剪力墙板的原型拟静力试验，研究了角钢边框复合剪力墙的抗震性能，同时在现有混凝土非线型分析理论的基础上，采用ansys有限元分析程序建立了墙板的有限元模型，结合试验数据对模型进行了验证。