原型结构 meaning in English
prototype structure
Examples
- The above fruits may be of important theoretical significance and of practical value for reasonably using the results of model test of reinforced concrete structures to forecast and judge the character of crack development of prototype structures and for founding more reasonable calculating formula of crack width henceforth
上述研究成果有益于合理利用钢筋混凝土结构模型试验的结果预测和评判原型结构的裂缝开展情况，及建立更为合理的裂缝宽度计算公式。 - By changing some parameters of the original model , such as the location and stiffness of the link members , the location of the transfer - story , the stiffness of the girders on transfer - story , the stiffness of core - tube , the area of the removed slabs and so on , this paper studies the influence of these parameters on seismic behaviour and dynamic characteristics and the seismic behaviours of this building and gives the reasonable proposals on the design of the structure
在上述研究的基础上，改变原型结构的有关参数，如连接构件的位置及刚度、转换层的西安建筑科技大学博士学位论文位置、转换大梁的刚度、核芯筒的刚度、楼板开洞的大小等，分析了上述参数变化对结构的动力特性和抗震性能的影响，并对此类结构的设计提出了合理化建议。 - Abstract : on the basis of fuzzy control theories and expert experience , thereliability analysis of the prototype structural behavior of qingtongxia dam is conducted by using fuzzy comprehensive appraisal methods . qingtongxia dam is a structurally complicated concrete dam . conclusions drawn from the analysis are in accordance with the reality of the dam . it ' s conclusion accord with the qingtongxia practice
文摘:以青铜峡大坝为例，依据模糊控制理论和专家经验，用模糊综合评判法对复杂结构混凝土坝的原型结构性态进行了模糊可靠度分析，结论符合工程实际 - According to the demand of 《 code for seismic design of building 》 ( gb50011 - 2001 ) , furthermore , based on the experimental study of two 1 / 15 reduced - scale shear wall models under low frequency cyclic and reversed lateral loads , the interacting behavior of the r . c frame column and the shear wall is studied , the failure mechanism and energy dissipation mechanism of moderate and tall shear wall with r . c frame column are compared , the seismic behavior is evaluated by the comparison of strength , stiffness , ductility , restoring force characteristics as well as energy consumption ability . it was showed by the experimental results that the earthquake resistant energy dissipation ability of the shear wall with frame column is satisfactory
因此，为了探讨这类剪力墙结构的抗震性能，本文以我国现行《建筑抗震设计规范》 ( gb50011 - 2001 )的要求为基础，通过1 15的缩尺比，将一纵向框架一剪力墙原型结构中的剪力墙结构模拟为一个试验模型并对其进行了伪静力加载试验，研究了墙板与边框柱的共同工作性能，分析了带边框柱中高剪力墙的受力特点、破坏及耗能机理，并从承载力、刚度、变形、延性及恢复力特性等方面综合评价了其抗震性能，得出了一些有益的设计理念和方法。 - 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。