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subassemblage相关的网络例句

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与 subassemblage 相关的网络例句 [注:此内容来源于网络,仅供参考]

Based on code for design of steel structures GB50017-2003 and using the three column subassemblage model,a governing equation for determining the effective length factor of columns for non-sway semi-rigid composite frames was derived considering the effects of the nonlinear moment rotation characteristics of beam-to-column connections and composite action of slab.

本文基于钢结构设计规范GB50017-2003,利用三柱子框架模型,考虑了连接的非线性弯矩-转角关系和楼板组合效应的影响,推导了无侧移半刚性连接组合框架柱的有效长度系数方程式,同时考虑了梁端和柱远端不同约束情况对有效长度系数的影响。

And studies show that Subassemblage and Prestressed concrete frame has better seismic performance.

本文研究表明,预压装配式预应力混凝土框架具有良好抗震性能。

Based on comprehensive literature research, this dissertation carried out the experimental study and three-dimension finite element analysis of the behavior of subassemblage and prestressed frame joints under loads.

本文在广泛阅读国内外文献的基础上,进行了预压装配式框架节点受力性能试验研究及三维有限元分析。

A recovery force model of the frame is proposed. The proposition to design Subassemblage and Prestressed concrete frame is proposed through studying reinforced index and partial prestressing ration.

提出了框架的恢复力模型,并通过对配筋指数及预应力度的研究,对预压装配式预应力混凝土框架的设计提出了建议。

The research indicates that the subassemblage and prestressed frame joint has good seismic performances and anti-crack behaviors, providing theoretical support and test data for the spreading and appling the subassemblage and prestressed concrete frames in our country.

本文研究表明,预压装配式框架节点具有良好抗震性能和抗裂能力,为预压装配式预应力混凝土结构在我国的推广应用提供理论依据和试验资料。

The beam end displacement of beam-column subassemblage may be looked as the superposition of three parts deformation that column deformation, beam deformation, and joint deformation.

组合体梁外端挠度可看作是柱段变形引起的梁外端挠度、梁段变形引起的梁外端挠度以及节点区变形引起的梁外端挠度三部分的叠加。

The main contents are as follows. By the experiments of two joints under low-reversed cyclic loading, the paper analyzes the failure pattern, energy dissipation, ductility and cracking in the joint cores, evaluates the seismic performances and anti-crack behaviors of the joints, and deduces the anti-crack formula of the subassemblage and prestressed frame joint. Through the finite element analysis software Ansys , the paper analyzes the specimens nonlinearly, and the theoretical analysis results are well consistent with those of the experiment.

主要内容包括:通过两榀节点在低周反复荷载作用下的试验,分析其破坏形态、耗能能力、延性性能和节点核芯区裂缝开展情况,评估节点的抗震性能和抗裂能力,推导出预压装配式框架节点的抗裂验算公式;并运用Ansys对试验中的节点进行了非线性分析,计算结果与试验结果基本吻合。

The paper based on experiment of two Subassemblage and Prestressed concrete frames under low reversed cyclic loading, crack distribution, failure pattern, hysteresis curve, skeleton curve, displacement ductility, energy dissipation and rigidity degeneration are studied systematically.

本文通过对两榀预压装配式预应力混凝土框架在低周反复荷载作用下的试验,深入研究了预压装配式预应力混凝土框架的裂缝分布、破坏形态、滞回曲线、骨架曲线、位移延性、耗能能力、刚度退化等抗震性能。

These tendons also can assume the moments at the end of the beams in ordinary condition. By way of these tendons, precast beams and columns can be assembled conveniently, and the joints and frame are monolithic and continuous. Consequently, compared with common reinforced concrete frames, this kind of frame systems possess higher reliability and solved the problems in the process of assembling Prestressed Concrete frames. Also it forms the framework of Prestressed Subassemblage concrete frame, and explores a new way for industrial production of prestressed structures.

后张预应力筋既可作为施工阶段拼装手段,又可在使用阶段承受梁端弯矩,构成整体受力节点和连续受力框架,克服了装配式节点受力可靠性差的缺陷,解决了预应力混凝土框架难以装配的问题,形成预制预应力混凝土装配整体式框架,开辟了预应力结构工业化生产的新途径。

This study performed the three-dimensional nonlinear finite element analyses using a general purpose finite element program ABAQUS to simulate the structural behaviors of two full-scale H-beam to box-column subassemblage specimens in fire test. In the experimental program of this study, the two specimens were tested at elevated temperatures in the furnace and under the specified constant loadings, and the moment connections of the two specimens were made of fire-resistant steel and normal steel respectively for comparison.

本研究针对两支实尺寸H型梁-箱形柱接合之耐火钢与普通钢弯矩接头试体受定载加温的火害行为进行ABAQUS有限元素数值模拟,所得之数值结果分别与两支试体在大型高温炉中所进行的火害试验结果比对,以验证有限元素数值模型之正确性。

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