某框架-剪力墙结构高层建筑的钢筋混凝土框架柱，在施工过程中局部出现了超出规范允许值的垂直度偏差，影响了结构性能。
The reinforced concrete frame column of a high-rise building with frame-shear wall structure partially has a vertical deviation during construction, thus affecting its structural function.
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.
圆截面受弯构件是工程结构中常遇到的一种构件，现行的钢筋混凝土规范给出了圆截面梁全截面均匀配筋的计算方法。
The formula of the carrying capacity of beam of a round section is given in China's design standard of reinforced concrete.
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.
大型预应力钢筋混凝土储煤筒仓结构新颖，受力复杂，其直径超出了筒仓规范规定，无法按常规设计方法对其进行结构计算。
Due to the complex structure and large diameter of the RC silo of containing coal, it is impossible to analyze it with traditional design method.
“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.
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.
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.
而国内对多管片装配式地下通道结构应用技术的研究尚为空缺，还没有装配式钢筋混凝土管型通道的设计规范可供设计职员参考。
Whereas the domestic research on the application technology of segmental prefabricated underground culvert is still blank and there is no design specification to offer for the reference.
现行规范中已存在许多经验公式去描述非抗震设计的钢筋混凝土结构的自振周期与建筑高度的关系。
Some empirical relationships for non-seismic design RC structures are now used in several design codes to relate the fundamental period to the height of a building.
此外，还对钢筋混凝土结构设许规范TJ10- 74中的小偏心受压构件强度计算公式，提出了改进建议。
Furthermore, suggestion for improving the formula of the strength for the section subjected to compression load with small eccentricity in the current code TJ 10-74 is also made in this paper.
此外，还对钢筋混凝土结构设许规范TJ10- 74中的小偏心受压构件强度计算公式，提出了改进建议。
Furthermore, suggestion for improving the formula of the strength for the section subjected to compression load with small eccentricity in the current code TJ 10-74 is also mad...
此外，还对钢筋混凝土结构设许规范TJ10- 74中的小偏心受压构件强度计算公式，提出了改进建议。
Furthermore, suggestion for improving the formula of the strength for the section subjected to compression load with small eccentricity in the current code TJ 10-74 is also made in this pa...
此外，还对钢筋混凝土结构设许规范TJ10- 74中的小偏心受压构件强度计算公式，提出了改进建议。
Furthermore, suggestion for improving the formula of the strength for the section subjected to compression load with small eccentricity in the current code TJ 10-74 is also made int...
此外，还对钢筋混凝土结构设许规范TJ10- 74中的小偏心受压构件强度计算公式，提出了改进建议。
Furthermore, suggestion for improving the formula of the strength for the section subjected to compression load with small eccentricity in the current code TJ 10-74 is also made int...
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