本文对选择隔振基础底板最小配筋量的问题提出了作者的观点。
This paper presents the authors' viewpoint on the choice of minimum reinforcement for isolated foundation bottom slab.
连梁的配筋构造不太复杂，方便施工。
Thirdly, reinforcement detailing of coupling beams can not be too complex.
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.
而且截面形式及配筋适合所要求的跨度及荷载；
The section and reinforcements are adept for required span and loads.
最后利用内力组合的结果进行了结构构件的配筋。
Internal Finally, using the combination of internal force of the structure and the component reinforcement.
提出了在配筋砌块结构中使用的阶谱块体单元法。
A hierarchical block element method for reinforced block structure is developed.
配筋率不同的情况下补偿收缩混凝土的收缩规律；
The shrinkage of shrinkage-compensated concrete with different steel ratio.
混凝土水平折梁当弯折不大时采用连续配筋，经济合理。
In the small bend joint of horizontal concrete beams, continuous reinforcement is reasonable and economical.
应用实践表明，推广应用集中配筋多孔砖砌体是可行的。
The practices show that it is feasible to spread and apply centralized porousreinforced brickwork.
介绍了圆弧梁在均布荷载作用下的内力计算和配筋计算。
This paper introduces the calculating method of flexural beams subjected to uniform loads.
最后给出了牛腿的配筋形式以及牛腿和梁之间的连接构造。
Finally the reinforcement forms of the bracket and the connecting construction between the bracket and the beam are proposed.
介绍了一种新的无量纲表格法来计算T形梁的正截面配筋。
This article introduces a new dimensionless tabulation method to calculate reinforcement of T-section beams.
本文提出了配筋砼砌块剪力墙非线性动力分析有限元模型。
A finite element model for nonlinear dynamic analysis of reinforced concrete block shear wall is pointed out.
最后用TAT软件进行框架的空间结构计算，输出框架梁柱配筋梁。
Finally TAT software framework for the space structure, the framework of the output beam reinforcement beams.
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.
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.
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.
对扩展基础底板配筋计算是否要验算最小配筋率的问题提出了自己的观点。
This paper presents the authors'viewpoint on the choice of minimum reinforcement for isolated foundation bottom slab.
高强配筋砌块砌体剪力墙结构及其节能体系是高层砌块建筑的主要结构体系。
The reinforced concrete masonry shear wall structure with its energy saving system is the main structure system for the high-building.
最后通过计算实例比较和分析了配筋砌块砌体剪力墙手算、程序计算的异同。
At last, through an example, the similarities and differences of manual calculation and program calculation are compared and analysed.
研究结果表明，适当增加约束区约束钢筋的配筋率可以提高剪力墙的轴压比限值。
The results show that increasing the boundary confinement ratio of the walls can raise allowable axial load ratio.
随后进行了两榀两层配筋砌块砌体剪力墙在不同竖向荷载下的单调加载受剪性能试验。
The monotonic shear testing of two-story model reinforced masonry shear wall in different compressive force was performed.
针对不同的疲劳破坏形式，分析了产生不同破坏形式的原因，提出了界限配筋率的概念。
Aimed at the different fatigue failure types of the beams, the failure causes are analyzed. A concept of critical reinforcement ratio is offered.
本文还根据试验结果和有限元法分析，探讨了空心砖墙的抗剪强度和横向、纵向配筋效应。
Based on the results of experiment and finite element analysis, the shear strength and the effect of reinforcement of the perforated brick walls are also discussed.
在此基础上对结构计算、材料、预应力工艺、截面配筋及一些问题进行了探讨及分析处理。
This article introduced the structure computation, the material, the craft of prestressed, the section reinforcing bars and some problems solution.
结果表明，截面配筋指标可综合反映混凝土强度和截面配筋率对受拉钢筋应力水平的影响；
Results indicate that reinforcement index can reflect effects of both concrete strength and reinforcement ratio on the steel stress.
结合工程实例，对井字梁配筋量、边梁配筋量、边梁扭矩值和弹性最大挠度值进行分析研究。
According to a example, reinforcement of grillage-shaped beam, reinforcement of boundary beam, torque of boundary beam and elastic flexility limit were analyzed.
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.
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.
应用推荐