The Formula of ultimate flexural capacity is given according to Plastic Principle.
通过塑性铰理论，推导了加固后梁的承载力计算公式。
Subsequently, the effect of the end restraint on the flexural capacity is analyzed.
本文还分析了配筋砌块砌体剪力墙端部约束对其抗弯承载力的影响。
Shear connection degree has an effect on the flexural capacity and deflection of composite beams.
部分剪力连接对组合梁的受弯极限承载力和变形均有影响。
The experimental results indicate that the flexural capacity and stiffness of the strengthened beam are evidently improved.
试验结果表明，加固梁的承载力和刚度提高明显。
The experiments show that PCSPs have excellent flexural behavior, stiffness and flexural capacity, which satisfy the requirements of codes.
试验研究表明，预应力混凝土夹芯板具有很好的抗弯性能，刚度和承载力均能满足规范要求。
Experiments have been conducted on the ultimate flexural capacity in composite steel -concrete beams with external post - tensioning tendons.
本文对体外预应力钢一混凝土简支组合梁的抗弯承载能力进行了静载全过程试验研究。
Experiments have been conducted on the ultimate flexural capacity in composite steel - concrete beams with external post - tensioning tendons.
本文对体外预应力钢-混凝土简支组合梁的抗弯承载能力进行了静载全过程试验研究。
Based on the test results and theoretical analysis, the calculation method of flexural capacity of the hybrid reinforced concrete beams is presented.
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。
Equipped with extremely high flexural capacity, the mechanical property of walls is so excellent as to reduce dependence on any auxiliary steel structure.
极高抗弯承载力，墙体里学性能优越，减少对辅助钢结构的依赖。
In order to overcome this deficiency, a new method is proposed to calculate flexural capacity, and the calculated results agree well with the numerical results.
建议了正截面受弯承载力计算的新方法，计算结果精度较高，并且克服了规范公式在低轴压下偏于不安全的不足。
Moreover, the influences of slip for deflection, elastic flexural capacity and ultimate flexural strength are researched, and corresponding formulas are inferred.
在此基础上研究了滑移对组合梁挠度、弹性抗弯强度及极限抗弯强度的影响，并建立起相应的计算公式。
To investigate the flexural capacity of connections for concrete-filled steel square tubular columns with inner diaphragms, 3 specimens were tested under cyclic loading.
为了研究方钢管混凝土柱内隔板式节点的抗弯受力性能，完成了3个方钢管混凝土柱内隔板式节点的低周反复荷载试验。
With the FRP strengthening system, performances of masonry structures increase obviously in terms of seismic resistance, shear resistance and flexural capacity out of plane.
FRP加固砌体结构可以提高砌体结构的抗震、抗剪和平面外抗弯性能；
Take the first cross section as an example, and the calculation formula of flexural capacity of composite beams is obtained by using the error transfer formula of mathematical statistics.
运用数理统计学的误差传递公式，推导出了组合梁截面抗弯承载力统计参数的计算公式（以第一类截面为例）。
It is researched that the ultimate flexural capacity of external prestressed composite steel-concrete beams in ultimate limit state of carrying capacity, and the relevant formula are derived.
研究了体外预应力钢-混凝土组合梁在承载能力极限状态下的抗弯承载能力，提出了相应的计算公式。
The experimental results indicate: GFRP strengthening can effectively increase the out-of-plane flexural capacity and ductility of brick walls, namely, improving the ultimate load-carrying capacity.
由试验结果分析可知，采用GFRP对带壁柱砖墙进行加固，可以有效地提高砖墙的平面外抗弯能力和延性。
Thee product is beautiful, energy-saving, environment-friendly and characterized by high heat insulation and high flexural capacity, so it is the preferred building material for high-end wall system.
美观节能、绿色环保，拥有高保温、高抗弯承载力等板材特性，是高端建筑墙面围护系统的优选建材。 。
The calculation formula of flexural load capacity of steel beams is obtained by using the error transfer formula of mathematical statistics.
运用数理统计学的误差传递公式，推导出了钢梁截面抗弯承载力统计参数的计算公式。
Based on the tests, the calculation formula of flexural bearing capacity of the columns is given.
在试验的基础上，给出了角钢混凝土柱正截面承载力计算公式。
The flexural ultimate bearing capacity of LRS are studied which can be used as reference to engineering practice.
阐明了格构增强型复合材料夹层结构的受弯极限承载能力。
Based on the tested results, the formulae for calculating flexural bearing capacity and flexural stiffness of LACFST are suggested.
基于试验结果，建议了计算钢管轻集料混凝土抗弯承载力与与抗弯刚度的规范公式。
The initial load is hardly influence the flexural bearing capacity of CFRP-strengthened RC beams.
梁所承受的荷载的大小对加固后梁的抗弯承载力影响不大。
We get the CFRC can increase the flexural rigidity, reduce the size and number of the crack, increase the bearing capacity.
可以得出采用碳纤维布加固的钢筋混凝土梁能有效提高抗弯刚度，减小裂缝尺寸及数量，提高承载力。
The analysis and comparison with other formula by calculation examples offer a more convenient and practical formula for normal section flexural load-bearing capacity.
通过实际算例同其他公式相比较分析，给出了一种实用方便的正截面极限承载力验算公式。
The stochastic models for the capacity of corroded r. c . flexural members are built based on the models for reinforcement corrosion in marine environment.
从氯离子侵蚀的钢筋锈蚀模型入手，建立了锈蚀钢筋混凝土受弯构件承载力随机模型。
The flexural bearing capacity and flexural stiffness of LACFST are calculated using the formula of existing criterions, which are compared with the tested values.
采用已有的钢管混凝土规范公式对钢管轻集料混凝土的抗弯承载力和抗弯刚度分别进行计算，计算结果与试验值进行分析比较。
The results show that high temperature has a great influence on the bending capacity and deformation of the unbonded prestressed RC flexural members.
结果表明，高温无粘结预应力混凝土受弯构件的抗弯承载力和变形有很大的影响。
The results show that high temperature has a great influence on the bending capacity and deformation of the unbonded prestressed RC flexural members.
结果表明，高温无粘结预应力混凝土受弯构件的抗弯承载力和变形有很大的影响。
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