通过对桥头搭板的受力情况进行定性的分析，提出了相应的配筋方法。
By take qualitative analyze support force states on bridge head bridging slab to advanced relevant reinforcement method.
对墙梁中托梁与墙中的“组合作用”进行了论述，并对国家现行规范中的计算方法提出探讨和建议，同时介绍了配筋混凝土空心砌块砌筑墙梁的初步试验结果。
This article deals with the composite action between bressummer and wall on it in wall beam, and puts forward discussion and proposal to the calculation method in current national code.
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.
对工程中应用较多的无配筋多层砌体提出了可行的实用简化计算方法。
This paper offers an available practical shortcu calculation method for non-reinforcing bars multiple construction applied in engineering.
该加固方法对于低配筋率混凝土梁特别有效。
The method is particularly effective for beams with a relatively low steel reinforcement ratio.
依据实验结果和理论分析，提出了混杂配筋混凝土梁抗弯承载力计算方法。
Based on the test results and theoretical analysis, the calculation method of flexural capacity of the hybrid reinforced concrete beams is presented.
模型墩柱的配箍率、配筋率、混凝土标号以及浇筑方法均与原型桥墩相似。
The ratio of reinforcement, reinforcement stirrup, concrete mark and laying method of piers are similar to prototype ones.
本文的主要内容是以转换层厚板为例来探讨非杆件结构体系按照弹性应力图形进行配筋的方法。
The mass of this paper is to discuss the method of placing steel bars in accordance with stress diagrams for non-pole structure with a instance of the thick plate transition layer.
然后提出了一种利用空间协同时程分析结果，对配筋砌体结构地震易损性进行定量评价的方法；
Then using the program, the authors give an earthquake vulnerability evaluating method for the reinforced masonry structures.
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.
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.
结合实践，介绍了体外预应力加固旧桥的原理及配筋计算方法。
Based on the practice, it presents the principles and calculations of the external prestressing applied to strengthen the existing bridge.
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.
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.
通过工程实例介绍了对异形板进行最优配筋计算的分析方法和计算过程。
The analysis and calculating method to find the best reinforcement of an irregular slab was introduced through an engineering example.
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.
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.
本文对几种水工钢筋混凝土构件的截面设计提出一种简便实用的方法——迭代配筋法。
This paper presents an efficient simple method to design cross sections of several kinds of hydraulic reinforced concrete structures, i. e. , reinforcement distribution by the successive substitution.
并对长廊阻抗式调压井的衬砌结构受力特性进行了分析，给出了混凝土衬砌结构开裂的计算方法和结构配筋估算公式。
The force bearing state of long corridor of surge tank is computed. The computing formulae of crack width and reinforcement rate are given.
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.
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.
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