本文对双柱式钻孔灌注桩桥梁盖梁进行配筋设计和验算。
In this paper, the bridge 's cap beams of double columns bored pile perform reinforcement design and checking are made.
一般情况下，不需要专门为钢管混凝土柱进行抗剪配筋设计。
Generally, it's no need to design fixture for concrete filled steel tubular columns in shear resistance expressly.
本文针对某桩柱式桥梁，对其墩柱和桩基进行配筋设计和强度验算。
In this paper, the bridge 's pier column and pile foundation perform reinforcement design and checking.
通过内力计算，明确两者之间力的传递关系是正确进行配筋设计的基础。
Sound judgment of the load transmission relation between them by internal force analysis for correct reinforcement design.
国际上比较常用的方法是应用拉-压杆模型法进行结构构件的配筋设计。
The application of strut-and-tie model to the design of structural element distributed steel was made as that internationally.
因此，运用拉压杆模型法对体外预应力锚固块的配筋设计是合理可行的。
Then the reinforcement of single anchorage of T-beam are designed directly using the strut…
此转换梁按深梁计算方法进行配筋设计，并内置型钢以增强与柱的连接性能。
The deep beam computing method is used for transition beams design and shape steel is set to improve the connection performance with columns.
文章阐述了异形柱的结构计算、配筋设计和构造措施，提出了一些初步设想，可供设计时参考。
This paper expounds the structure calculation, reinforcement design and structural measures of deformed columns, and advances some primary ideas for reference in design.
采用空间有限元以及子结构方法对龙滩水电站导流隧洞进水口结构配筋设计方案进行复核与评价。
The three dimensional FEM(Finite Element Method) and the submodeling technique are used to analyze the water intake of the Longtan hydropower station.
钢筋混凝土结构构件的设计一般采用截面内力法进行受力分析，然后采用经验公式进行配筋设计。
Generally, the design of reinforced concrete structural element takes the method of cross-section inner force for weighting analysis, then USES empirical equation to design distributed steel.
设计分析：含荷载组合计算、截面配筋设计、承载能力计算、截面应力验算、变形及裂缝宽度验算等。
Design and analysis: loading combinations, section steel area calculating, earring capacity computation, section stress checking, deformation and crack width checking and so on.
钢筋混凝土受扭构件的构造配筋，是配置相当于受扭最小配筋率的钢筋用量并需符合构造要求的最低配筋设计方法。
The constructional reinforcement for rc members under torsion is the minimum ratio and needs to satisfy with the construction demand.
结构设计时可采用作者提出的实用空间法计算内力并进行配筋设计，用三维实体有限元方法校核主要受力断面的应力状态。
The practical space method for calculation of internal forces is adopted for structure design and the stresses of important cross section are checked by 3-D FEM.
下篇针对瀑布沟泄洪洞进口闸室的抗震分析，为闸室结构的动力校核和结构配筋提供了依据，研究成果为设计所采纳。
The second part is about the aseismic analysis of lock chamber of Pubugou hydroelectric power station. The study results offer the rule of designing of lock chamber structure.
作者提出的实用空间分析法，简单实用又便于配筋，计算结果的精度能满足工程设计的要求。
The practical space method is simple and convenient for locating steel bar and the accuracy of computation can satisfy the design requirement.
在该系统中把结构方案设计、荷载计算、受力分析、配筋计算、施工图绘制集成为一体。
In this system the structure plan design, the load computation, the stress analysis, matches the muscle calculation, the construction drawing plan integration as a body.
对RC梁正截面设计公式进行了深入的研究，根据平截面假定推出了受压区高度很小时梁配筋量计算的公式，并与规范公式进行了比较。
Based on the plane hypothesis, a set of formulas were derived for the design of RC beams with very small depth of compression zone.
利用该折板结构的空间传力特性，设计了结构板、梁、柱的尺寸、布置、配筋和细部构造。
Taking advantage of folded-plate characteristic of transmitting forces spatially, the laying-out, section, reinforcing bars, and detail construction of slabs, beams, columns are designed.
连续配筋混凝土路面(CRCP)在我国有了一定的应用，其设计还未完全采用基于可靠性理论的概率设计法。
Since Continuously Reinforced Concrete Pavement (CRCP) has got some application in China, probabilistic design based on reliability theory has not been used completely in the design procedure.
结合新规范对连续配筋混凝土路面设计及施工技术做一些分析探讨，并介绍连续配筋混凝土路面的应用状况。
Some analyses and discussions on the design and construction technology of CRCP, and its application condition are introduced in this paper.
本文在屈服线理论的基础上提出了斜板配筋的实用理论和计算公式，可供设计参考。
In this paper the practical theory and calculation formulas of skew slab reinforcement are developed based on Yield-Line theory. They Can be used as reference by designers.
最后，根据论文依托项目实体工程的具体情况，介绍了连续配筋混凝土路面的结构设计方法。
Finally, the article introduced continuously reinforced concrete pavement structural design methods according to the specific circumstances of the project physical works.
在实际工程领域，设计人员在计算地下连续墙体的内力值时，往往不考虑横向弯矩的影响，只是按照构造配筋，这是不妥当的。
Many engineer often ignored the transverse moments and the reinforcement is designed as constructional reinforcement. Obviously, it isn't right. What's more, this paper has discussed them method.
研究了冷轧扭钢筋键式叠合大楼板的制造工艺、受力情况、施工规程和设计配筋计算。
The manufacturing technology, stress conditions, construction rules and reinforcement calculation of the laminated floor slabs with cold-rolled-twisted bar are investigated in this paper.
在此基础上，提出了考虑混凝土种类、预应力筋张拉方式以及钢筋配筋率的徐变变形设计建议。
Based on the above research, design Suggestions taking the types of concrete, the tensioning measures of prestressed steel bar and the rate of reinforcement into account were given.
通过计算，探讨了无配筋型钢混凝土柱正截面承载力的设计方法。
Through the calculation the article studies the calculating bending strength of steel reinforced light weight concrete columniation with no reinforced bar.
研究的结果可进一步指导和完善连续配筋混凝土复合式路面结构设计，具有较高的实际应用价值。
Results of the study could be further guidance and improve the pavement continuously reinforced concrete composite structural design, has a high practical value.
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.
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.
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