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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
地基梁可不进行承载能力极限状态的计算，其配筋可由正常使用极限状态中的允许裂缝宽度来确定。
Ultimate strength design is not required and the reinforcement can be determined only on basis of allowable crack width in design of beam on foundation.
按照调整后的设计公式进行设计时。可使同类钢种构件在不同配筋情况下，获得较为一致的可靠指标。
By the use of readjusted formulas for members with varied steel ratio of same reinforcing bars, identical reliability cau be obtained relatively.
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.
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.
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.
对用预应力框架柱中所配的纵筋和箍筋代替锚固区钢筋网片的局部承压进行了12个试件的试验研究。
The partially pressed tests of 12 rc members using longitudinal-steel and hoop-steel instead of reinforcing mat in anchoring area are made.
对各规范中的最大、最小配箍率及箍筋间距要求进行了对比分析。
The maximum or minimum stirrup ratio and stirrup spacing requirements were comparatively analyzed.
对16根矩形截面配筋钢纤维高强混凝土纯扭构件进行了试验研究。
Experimental results of 16 reinforced steel fiber high strength concrete members with rectangular cross section under pure torsion are reported.
对构造配筋、设置应力释放带和使用微膨胀混凝土等控制裂缝的有效措施进行了讨论。
Reinforcing concrete wall, grooving a stress-release slot in basement wall and adopting tiny expansive concrete are good measures to control the cracking.
本文从级配、沥青用量、温度、沥青种类和格栅加筋等方面对大粒径沥青混合料的疲劳性能进行了研究，得出一些有参考价值的结论。
So fatigue performance of large stone asphalt mixtures with different grading, asphalt dosage, temperature, asphalt and grid has been researched in this paper.
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.
当配筋特征值不大于0.2时，承载能力极限状态下碳纤维片材的拉应变可以接近或超过允许拉应变，因此可以有效地对受弯构件正截面承载力进行加固；
When the ratio not more than 0.2, CFRP tensile strain can reach or exceed the permissible strain at ultimate capacity state, and therefore CFRP can work efficiently.
本文对集中荷载作用下，上下正交异性配筋的钢筋砼板进行了极限分析。
Tn this paper , a ultimate A analysis was presented for upper and lower orthotropic reinforced concrete plate acted by a concentrated load.
按桩身内力变化，采用极限状态法，以正负弯矩对桩进行双面配筋。
According to the variation of the pile's internal force, the methods of limiting state is used to make bilateral reinforcement through bending moment.
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.
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.
对配筋砌块砌体剪力墙抗剪承载力进行了理论分析和试验研究。
The theoretical analysis and testing research on shear load bearing capacity of the reinforced concrete block masonry shear wall have been investigated.
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