上述主要概念也反映在我国混凝土结构设计规范中。
The above mentioned concepts is also reflected in the new Chines…
所得结论可供修订混凝土结构设计规范及工程设计参考。
The results may serve a reference for the re- vision of design specifications of concrete structure and i…
该方法适应了我国现行混凝土结构设计规范，便于工程设计人员掌握。
This method is in line with the current standard of concrete structure design of our country and is easy to grasp for engineering designer.
我国混凝土结构设计规范的安全设置水准与国际通用标准之间存在着相当大的差距。
As compared to design codes of practice in developed countries, the safety margin of structural members set in the Chinese Building Code for Concrete Structures is rather low.
本文主要介绍新修订的《混凝土结构设计规范》(报批稿)中叠合构件的设计方法。
This paper introduces design methods for composite members in the newly revised "Code for design of Concrete Structures" (GBJ 10-88).
可用《混凝土结构设计规范》（GB50010-2002）的公式估计其裂缝宽度，安全性高。
The formula in Code for design of concrete structures (GB50010-2002) can used to estimate the width of crack.
我国钢筋混凝土结构设计规范(TJ10—74)中未列出偏心受压构件刚度和裂缝的计算方法。
In our national Design Code of Reinforced Concrete Structures TJ10-74, there are no recommended methods for computing stiffness and crack of eccentrically loaded members.
“套箍强化理论”导出的钢筋混凝土承压强度计算公式，被我国各行业混凝土结构设计规范普遍采用。
The calculating equation for bearing strength of reinforced concrete, which is educed by the Theory of Hooping Strengthening, has been adopted in Design Code of concrete Structure.
我国钢筋混凝土结构设计规范中，钢筋混凝土受弯构件的刚度公式是在半理论半实验的基础上建立起来的。
In our national Design Code of Reinforced Concrete Structures, the stiffness formulas of Reinforced Concrete Flexural members were based on half theoretical analysis and half test result.
所建议的公式与短梁试验结果符合良好，并与现行《混凝土结构设计规范》(GBJ10- 89)有很好的衔接。
It is compatible with experimental results of short beams, and is in line with the current Chinese design code of concrete structure (GBJ10-89).
现行的钢筋混凝土结构设计规范GB50010—2002对于牛腿高度、水平纵向钢筋和箍筋的确定方法是偏安全的。
Current code for design of concrete structure (GB50010—2002) is relatively safe in setting down the corbel's height, horizontal longitudinal reinforcing steel bar and stirrup.
简要介绍了《混凝土结构设计规范》(GB 5 0 0 1 0—2 0 0 2)中有关构件配筋计算的主要改变。
The main amendments of national standard Code for Design of Concrete Structures (gb50010-2002) for the reinforcement calculation are introduced.
按照现行的《混凝土结构设计规范》GBJ10 - 89及《建筑抗震设计规范》GBJ11 - 89的要求建立了数学模型。
Mathematical model which complys with both codes of Concrete structure Design (GBJ10 89) and Antiseismic Constructure Design (GBJ11 89) is set up.
根据GB50010—2002《混凝土结构设计规范》规定的单向受弯构件正截面承载力计算方法确定梁的单向受弯正截面承载力。
According to GB50010-2002 Code for design of concrete structures, the normal section bearing capacity of reinforced concrete beam subjected to single bending is determined.
以混凝土结构设计规范(GBJ10—89)为基础。建立了强力钢筋做预应力筋的预应力混凝土结构用名义拉应力控制裂缝宽度的方法。
Based on the design code of concrete structure (GBJ10-89), the paper gives the nominal tensile stress method of controlling crack width in prestressed concrete structure of punchy bars.
混凝土受压状态下栓钉抗剪承载力约为现行钢结构设计规范规定值的1.5 ~ 2.2倍。
The push-out test results of shear bearing capacity is about 1.5-2.2 times of the value of current design specifications.
本文就现行抗震设计规范中罕遇地震作用下有关钢筋混凝土抗震墙建筑结构设计存在的问题进行了分析和讨论，并提出了改进建议。
This paper analyses and discusses some problems in the building seismic design code on design of the structure related to RC wall to major earthquake, and some suggestions are put forward.
本文就现行抗震设计规范中罕遇地震作用下有关钢筋混凝土抗震墙建筑结构设计存在的问题进行了分析和讨论，并提出了改进建议。
This paper analyses and discusses some problems in the building seismic design code on design of the structure related to RC wall to major earthquake, and some suggestions are put forward.
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