pseudo static meaning in Chinese
伪静态的
Examples
- In the pseudo static tests of the middle joint and border joint , the failure modes , the carrying capacity , the ductility , the hysteresis loops and the stress transfer mechanism of the src column and steel beam joints under seismic loads are researched , which are compared with rc beam - column joints and src beam - column joints
通过中柱节点和边柱节点的拟静力试验，着重分析了劲性柱?钢梁节点在模拟地震作用下的破坏形态、承载力、延性、滞回特性与应力传递机制，并与钢筋混凝土节点、劲性混凝土节点进行了比较。 - 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。 - The major contents are as following : through a test of 1 / 15 - scaled model , the shear wall of a longitudinal frame - shear wall structure main factory building of the large power plant is modeled as testing model structure , and is tested by pseudo static test . this paper mainly investigates the loading behavior , failure proceeding , strength , rigidity , deformation , ductility and energy dissipation capacity of the model structure
主要内容如下：采用1 15缩尺比，把某大型火电厂主厂房纵向框架?剪力墙原型结构中的剪力墙模拟为试验模型结构，并对其进行伪静力加载试验，研究了此类结构的受力特点、开裂与破坏过程、承载力、刚度、变形、延性及耗能性能等问题。 - According to the pseudo static tests on two specimens of transfer floor from inclined column to framed short - leg shear wall , which are subjected to the vertical loads and the horizontal cyclic loads , in this paper the stress distributions , final failure model of the specimens , paths of the load transfer and the mechanical behaviors of the transfer beam are studied in detail , the ductility and energy dissipation of the specimens are also specially studied
摘要通过对两榀框支短肢剪力墙斜柱转换结构在竖向荷载及水平低周反复荷载共同作用下的拟静力试验，分析了试件的应力分布状态、破坏形态、荷载传递规律以及转换梁的受力性能和试件的抗震性能。