English translation for "伪静力试验"
|
- pseudo-static test
Related Translations:
伪电: communication deception 伪引力: mock gravitational force
- Example Sentences:
| 1. | Through out a full scalepseudo - static test , the result demonstrates that the device can protect the safety of isolation layer , andalso can provide a secondary defense to the next impact
通过足尺试件的伪静力试验研究，表明本文装置具有良好的隔震性能，能够起到一次强震时缓冲限位保护和多次强震时二次保护的作用。 | | 2. | 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。 | | 3. | The seismic behavior of longitudinal middling - high r . c shear wall with frame column is discussed through model experimentations and finite element methods in this paper , after taking frame - shear wall structure of a main factory building of the large capacity power plant as experimentative prototype . the major work as follow : in order to appliance pseudo static test , the longitudinal middling - high r . c shear wall with frame column in the large capacity power plant ' s main factory building has been simulated to a model structure with 1 / 15 reduced - scale . the contents of study are process of cracking , course of damage , skeleton curve , rigidity degradation , ductility characteristic etc . that the seismic behavior of this kind of middling - high r . c shear wall is excellent has been proved by chubby hysteretic curve and fine capacity of energy dissipation
本文以某大型火电厂主厂房纵向框架一剪力墙结构为原型，通过模型试验和有限元分析，研究了纵向带边框柱中高剪力墙结构的抗震性能问题，主要内容有：选用1 15缩尺比把某大型火电厂主厂房纵向带边框柱剪力墙原型结构模拟为一个模型结构，并进行了伪静力试验，研究了这类纵向带边框柱中高剪力墙结构的开裂与破坏过程、骨架曲线、刚度退化、延性性能等问题，试验滞回曲线饱满，消能能力强，说明此类中高剪力墙的抗震性能较好。 | | 4. | On the basis of research and analysis of the steel shear wall with slit , four full - scale steel frame and wall specimens are tested on their behavior under cycle loading . in this paper we also investigate five aspects on the problem of steel shear wall with slit as below : 1 . the concept of steel shear wall with slit put forward for the first time in this paper in our country
完成了四个足尺构件(纯框架、框架墙和两个带缝钢板剪力墙)的低周往复伪静力试验，并在以下方面进行了深入研究： 1 、本文提出了带缝钢板剪力墙的概念，并与其它抗侧力构件进行了对比分析，阐述了其优势与不足。 | | 5. | 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。 | | 6. | This fund item is based on these reasons to have theory analysis and experimental study . the paper is based on the static experiment to have the quasi - static experiment it studies the damage mechanism under the quasi - static load , get this joint ' s performance parameter , obtains the hysteresis curve , defines the hysteresis model and the parameter of the model through the data analysis
本文在单调荷载试验基础上充分考虑影响连接动力性能的主要参数，进行伪静力试验，通过实验数据分析研究该种连接在反复荷载作用下的滞回性能和耗能特性，建立该种连接的恢复力模型并在实验数据的基础上总结出该模型的参数。 |
- Similar Words：
- "伪晶" English translation, "伪晶的" English translation, "伪晶体" English translation, "伪经" English translation, "伪井鼠" English translation, "伪静态存储器" English translation, "伪静态存储系统" English translation, "伪静态的" English translation, "伪静态化" English translation, "伪静态随机存储器" English translation
|
|
|
