钢筋混凝土的

Special Shaped Column's space framework, the computer program of its disposition of reinforcing bar and the economic quota analysis of the design.

本课题设计的主要内容是对一个三层现浇钢筋混凝土异形柱空间框架结构进行变形与内力分析，并编制"L"形钢筋混凝土异形柱的配筋计算程序，然后对该结构的"L"形截面柱进行配筋设计与分析，最后对该工程设计进行经济指标分析。

Based on the shell element degraded from the continuous body, concrete and configured steels are modeled by the layered shell element, and the vertical steels burdened with added loads are completed by the combined shell element. Then, with the smeared crack model, associated flow rule and Madrid hardening model, the material nonlinearity of the concrete is depicted. The stiffness matrix of nonlinear thin-walled shell element is deduced. As for RC multi-T girders subjected to transverse loads, the properties, such as crack expanding and steel yielding, are studied.

基于实体退化壳单元理论，采用分层单元模拟了混凝土和构造钢筋，采用组合单元模拟了受力纵筋；并利用弥散裂缝模型、关联流动法则和Madrid强化准则等来描述了混凝土的材料非线性，推导了非线性薄壁壳单元的统一单元模式，研究了横向荷载作用下RC多T梁上部结构的裂缝发展和钢筋屈服等性能。

Consideration reinforcing steel bar is rustily the influence fighting force to concrete structure, according to our country active structure reliability designs a standard to design a principle, put forward a ferroconcrete to build the practical method that reliability of structural intended performance devises.

梗概： 考虑钢筋锈蚀对混凝土结构的抗力影响，根据我国现行结构可靠度设计规范设计原理，提出了钢筋混凝土建筑结构预期使用期可靠度设计的实用方法。

Several parameters for the fire resistance on cross section of a reinforced concrete T-beam exposed to the ISO834 standard fire are analyzed,including the fire time and the ration of load.

结合国内外建筑结构火灾试验，引入开裂准测和非线性本构关系，提出了火灾下结构有限元分析思路，利用数值模拟程序分析了火灾高温下钢筋混凝土T梁截面的温度分布，研究了火灾时间、荷载比对ISO834标准火灾升温过程下钢筋混凝土T梁桥挠度的时变效应规律及开裂状况。

The corrosion of steel bar in concrete is one of the main reasons that cause the destruction of concrete structures.

混凝土中钢筋的锈蚀是引起钢筋混凝土结构失效的主要原因之一。

Reinforced concrete structure is used in multistory and high rise building commonly .

在我国现在的多高层建筑中，钢筋混凝土结构应用最普遍，其中钢筋混凝土框架结构是最常用的结构形式。

After treatment and analysis of 150 domestic test data, probabilistic characteristics of displacement ductility factor of reinforced concrete frame columns and frames fits natural logarithm normal distribution and a functional expression is proposed by a statistical regression.

通过对国内150个钢筋混凝土框架柱和框架试验数据的整理和分析，得出位移延性系数的试验结果服从自然对数正态分布，并回归得到考虑多因素的位移延性系数经验公式，该公式可供钢筋混凝土框架结构抗震设计和评估参考。

By this means the ultimate load of eccentrically compressed reinforced concrete members under different temperature can be calculated comparatively accuracy and it is verified by the experiment data.

给出了一种计算三面高温下钢筋混凝土压弯构件极限承载力的简化计算方法，通过此方法能够比较准确地计算出不同温度下钢筋混凝土压弯构件的极限承载力，并为试验数据所验证。

This paper thoroughly explains the constitutive equations and failure criteria under multiaxial stress state. Models and methods of the nonlinear analysis are introduced in this paper also.

论文介绍了钢筋与混凝土材料在复杂应力状态下的破坏准则和本构关系，以及钢筋混凝土结构非线性分析的模型、理论及方法。

The next generation of filled grid decks is represented by IDSI's weldless Concrete Overlayed Steel Decks.

下一代浇注钢筋混凝土桥面以IDSI的无焊接有混凝土覆盖层的钢筋桥面为代表。

On the other hand, the more important thing is because the urban housing is a kind of heterogeneity products.

另一方面，更重要的是由于城市住房是一种异质性产品。

Climate histogram is the fall that collects place measure calm value, cent serves as cross axle for a few equal interval, the area that the frequency that the value appears according to place is accumulated and becomes will be determined inside each interval, discharge the graph that rise with post, also be called histogram.

气候直方图是将所收集的降水量测定值，分为几个相等的区间作为横轴，并将各区间内所测定值依所出现的次数累积而成的面积，用柱子排起来的图形，也叫做柱状图。