对有限元程序计算结果与钢筋混凝土筒仓设计规范方法计算结果进行了对比分析。
Comparative analysis of the results come from finite element program calculation and "code of reinforced concrete silo design" is carried out.
通过一工程实例中悬挑梁的正截面配筋计算，对钢筋混凝土悬挑梁正截面超筋的概念进行了分析和探讨。
Through a calculation of the strength of normal section of extra-reinforced cantilever beam for an actual project, the conception of normal section of extra-reinforced cantilever beam is analyzed.
得出了计算粘结应力、滑移及钢筋应力的非线性实用公式。
Some practical formulas of nonlinear analysis are obtained for calculating the bond stress, the slip and the stress of steel bar.
本文就钢筋轻骨料混凝土梁的抗剪强度计算问题进行了论述。
This paper deals with the calculation of the shear strength of reinforced lightweight concrete beams.
本文详细介绍了钢筋混凝土盖板涵设计计算程序gbhst的方法、公式和流程图。
The method, formulas and flow chart of computing program GBHST for reinforced concrete slab design are introduced in detail.
本文分析了矩形钢筋混凝土柱在双向受压作用下的计算公式以及工程设计中常用的方法。
In this paper, the calculating formula for biaxial load reinforced concrete column with rectangular section and the design method in engineering practice are analyzed.
根据试验数据提出了存在斜裂缝钢筋混凝土梁的抗剪强度折减系数的计算公式。
The formula of reduced shear strength coefficient of RC beams with inclined cracks is put forward to according to the test data.
本文结合工程实例，介绍预应力钢筋张拉时理论伸长值的计算方法。
The paper introduces the calculation methods of extension of prestressed reinforcement combining with project instance.
同时给出了当构件跨度不满足最小跨度要求时受拉钢筋强度折减的计算方法。
Presents the strength reduction calculating method of the tension bar when the minimum span length is not sufficed.
分析预应力钢筋混凝土正截面承载能力极限状态计算公式。
That have analyzed prestressed reinforced concrete normal section calculate formula of bearing capacity limit states.
并对钢筋与混凝土的粘结进行了分析，提出了相应的计算方法。
Besides, the bond performance between bars and concrete is studied and a calculation method is suggested.
文章结合某污水处理厂储泥池的设计工作，对矩形钢筋混凝土水池的设计计算进行了总结。
This article summarizes the computation and design of rectangular reinforced concrete basins, considering the design of the mud-storage basin in a sewage treatment plant.
对均匀介质中矩形混凝土竖直单根钢筋接地体的基础接地电阻的计算方法进行了研究。
This paper studies a calculation method for earth resistance of a single vertical steel rodin rectangle concrete of uniform dielectric.
“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.
此外，还讨论了加载过程中钢筋混凝土刚架杆端塑性饺的性能，给出了计算等效塑性铰长度的经验公式。
Besides, the behaviour of plastic hinge at the member end of RC frame in process of loading is discussed and the empirical formula for calculating the equivalent length of plastic hinge is also given.
编制了钢筋混凝土梁截面弯矩-曲率关系计算程序。
A computer program to calculate the moment-curvature relationship of reinforced concrete beam section is compiled.
提出了预应力钢筋应力的计算方法和裂缝的控制条件。
Furthermore, calculating method for the stress of prestressing steel and controlling conditions of crack width are also presented in the paper.
本文用有限元模型分析了钢筋混凝土浅圆仓仓顶的弹性稳定性，计算了其屈曲临界荷载。
In this paper, the elastic stability of reinforced concrete silo shell roof is analyzed using finite-element model. The elastic critical buckling loads of the shell roof are calculated.
所需的锚固长度的计算应考虑到钢的类型和钢筋粘结性能。
P the calculation of the required anchorage length shall take into consideration the type of steel and bond properties of the bars.
对砖填充墙钢筋砼框架房屋的抗震计算，本文提出了一种实用方法。
This paper presents a practical method for calculating earthquake resistance of building frames with brick masonry fillers walls.
用纯钢框架模型和等效钢筋混凝土框架剪力墙模型分别计算结构在竖向荷载及侧向荷载组合下的受力性能。
The structural behaviors under vertical and horizontal loads are analyzed with a steel frame model and an equivalent reinforced concrete frame-shear wall model respectively.
以快速维持荷载法测定单桩静载荷，来检验钢筋混凝土预制方桩的设计计算，是一种简捷和较为可靠的方法。
This article makes an introduction of a simple and reliable method to determine single pile static load by adoption of fast load-keeping method in order to verify calculation of R.
基于剪切筒模型和常用疲劳加载方式，首先建立了循环荷载作用下钢筋与混凝土界面脱粘应力的计算模型；
Based on the shear-lag model and the usual loading way, the computation model of interfacial debonding stress under tension-tension cyclic loading is established first.
采用非线性全过程数值分析方法，计算了钢筋混凝土不等肢T形、L形和十字形柱截面模型在多种工况下的截面曲率延性比。
The cross- section curvature ductility ratio for R. C inequiaxial T - shaped, L - shaped and cress - shaped columns is calculated by numerical method.
在钢筋混凝土转动角软化桁架模型的基础上，推导出从应力到应变的简化计算方法来模拟高强钢筋混凝土墙板受力全过程。
Based on the softened truss model for reinforced concrete, a simplified calculation method is proposed to simulate the whole loading process of high strength reinforced concrete panels in this paper.
计算结果表明，裂缝是由于结构未配置温度钢筋，由寒潮作用引起的。
The numerical results show that the cracks are caused by cold wave by lack of temperature reinforcements in the structure.
指出了目前钢筋混凝土结构弹塑性位移计算结果与实际地震反应存在较大差异的主要原因。
The main reason for the difference between the calculated nonlinear seismic response and the actual seismic response is analyzed.
在RAISE - 7的基础上完成可靠性的评估，修改了部分钢筋锈蚀部分的计算程序。
Based on RAISE-7, some subroutines have been modified for the steel corrosion model in concrete.
在RAISE - 7的基础上完成可靠性的评估，修改了部分钢筋锈蚀部分的计算程序。
Based on RAISE-7, some subroutines have been modified for the steel corrosion model in concrete.
应用推荐