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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
分析了影响钢筋混凝土轴心受压柱最大配筋率的几种因素，并用实例演示了考虑混凝土徐变后，该公式在结构设计中的应用。
In the case of the repeated loading, this paper deduces the formula of the maximum reinforcement ratio which can prevent the cracking of the axial compressive pillar from cracking when it is unloaded;
分析了影响钢筋混凝土轴心受压柱最大配筋率的几种因素，并用实例演示了考虑混凝土徐变后，该公式在结构设计中的应用。
In the case of the repeated loading, this paper deduces the formula of the maximum reinforcement ratio which can prevent the cracking of the axial compressive pillar from cracking when it is unloaded;
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