根据试验数据提出了存在斜裂缝钢筋混凝土梁的抗剪强度折减系数的计算公式。
The formula of reduced shear strength coefficient of RC beams with inclined cracks is put forward to according to the test data.
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）。
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.
在试验的基础上提出了集中荷载作用下轻骨料混凝土梁受剪承载力计算公式的模型。
Based on the experimental results, the calculation formula model of shear capacity of lightweight aggregate concrete beams is put forward.
并对变截面弹性地基梁的计算进行研究，得出计算公式。
The calculation of changing section foundation beams is also studied, and the calculation formulae are worked out.
本文提出了混凝土梁斜筋和箍筋应力脉的计算公式。
In this paper, the formula for calculating stress spectra of hoping and diagonal bar is presented.
《砌体结构设计规范》GB50003 2001关于梁端有效支承长度采用了简化计算公式。
The simplified calculation formula for effective support length of end beam is determined by the code (GB50003-2001) for design of masonry structure.
文中提出了周边梁支承的钢筋混凝土园形板抗弯极限强度的计算公式并对一些存在问题进行了分析讨论。
The ultimate bending strength calculating formulas for the plate are proposed and some existing problems are analysed in the paper.
直接对曲梁剪应力的积分方程求解，导出了曲梁剪应力和径向应力的计算公式。
The shearing-stress formula in curved beams can be derived by solving directly an integral equation, and the formula for radial stresses is also presented in this paper.
在粘贴片材加固的混凝土梁的锚固端应力计算公式的基础上，对集中荷载和均布荷载作用下的梁进行参数分析。
Based on the formula for calculating the stress at the plate end of a rc beam strengthened by plate with arbitrary forces, the parameter analysis is presented.
在实验基础上，本文提出了锈蚀钢筋混凝土梁疲劳刚度修正计算公式。
The modified fatigue stiffness calculation of corroded reinforcement concrete beams was introduced in this study.
结合试验结果，对粘钢加固混凝土梁在不同卸载条件下的受力机理进行解析分析，推导相应计算公式，为加固设计提供参。
Based on experimental results, the stress of the rc beams under different unloading condition is analyzed, the formulation is deduced and it provides a reference for the reinforcement design.
给出了一般截面形状复合曲梁在复杂受力情况下的正应力计算公式。
The formulas for calculation of normal stress under complicated loading in composite curved beams with general shape are derived.
在此基础上推导了连续组合梁纵向开裂荷载的计算公式并结合试验给出了箍筋配置计算公式。
On the basis of it, the formulas of calculating crack load and ratio of stirrup disposition were gained.
提供了不等间距的悬臂梁柔度计算公式，考虑了地震动水压力的作用与地基弹性的影响，研制了相应的计算程序。
Flexibility equations of the cantilever with inequable length elements are provided, the dynamic water pressure and foundation elasticity considered, and a relevant computer program is developed.
基于试验结果，拟合出了考虑各关键参数影响的火灾下两跨连续梁边支座反力与梁跨中变形的计算公式。
Calculation formula of side support reaction and deflection in the mid-span of beams subjected to fire were obtained by fitting curves of experimental data considering each key factor.
针对开口薄壁截面梁的剪流和弯心坐标的复杂计算问题，导出了简便计算公式。
A simple calculation expression of the shearing flow and the coordinates of bending center is introduced for the thin-walled beam with open section.
本文结合施工实践，推导给出了缓和曲线段钢箱梁肋板、边线长度和坐标的计算公式，用于缓和曲线钢箱梁和其它结构梁的放样计算。
The paper gives the calculation formula of the steel box beam rib plate, side line length and coordinate of transition curve sections combined with construction practice.
根据瑞利—李滋法，对先张法预应力吊车梁首次提出了预应力水平拉杆作用效应增量的计算公式。
Base on Rayleigh-Ritz method, a calculation formulation of action effect increment of a prestressed horizontal tension rod is firstly presented.
推导出各种地基弹性地基模型及变截面的地基梁的计算公式，形成了一个较完整的计算系统。
Accordingly, the various elastic foundation beams models and the formulae of foundation beams with changing section can be worked out to develop a calculation system.
以“梁”的理论为依据，确定房柱式采煤法的基本结构煤房和煤柱的参数及计算公式。
On the theory of "beam", the basic structure, parameters and formula for rooms & pillars have been educed.
本文分析并推求了均布荷载下平面弧形梁的弯矩、扭矩计算公式，并提出弯矩的简化计算方法。
Internal force of curve beam under uniform load is analyzed in this paper, and simplified method of computing moment is given.
基于现行硅结构设计规范，提出了组合梁从开裂到极限阶段抗扭刚度的计算公式，可供组合梁受扭设计参考。
Based on current concrete design criterion, a torsion stiffness formula for composite beams from the cracking stage to the limit stage was proposed for design reference.
针对两种非线性温度梯度模式及具有不同顶、底板厚度的一般箱梁桥，推导了等效线性化后的特征参数计算公式。
The formula of characteristic coefficient for equivalent linearization is derived for two kinds of thermal gradient modes and general box girders with different depths of top and bottom flanges.
在此基础上给出了无粘结预应力筋极限应力计算公式和UPPC梁正截面抗弯强度计算方法。
The formula for calculating the ultimate stress of unbonded post tensioning tendons and the calculating method of ultimate flexural strength of UPPC beam Bridges are proposed.
根据推导得到的斜支承曲线梁桥计算公式，编制程序并举例验证其可行性和准确性。
According to calculating equations of skew support continuous curved girder bridge that deduced in this paper, compiles a program and gives a case to validate its feasibility and veracity.
钢筋混凝土浅梁和深梁受剪承载力计算公式的衔接一直尚未较好解决。
The linking between formulas of shallow beam and deep beam is a problem that has not been well solved.
讨论了游梁抽油机的变动载荷对电动机的电流、输入功率、效率和功率因数的影响，给出了计算公式。
The influence of variable load on a beam pumping unit on the electric current, input power, efficiency and power factor of the electric motor is discussed, and relevant calculating formulae are given.
考虑次梁的约束作用，推导了框架边梁的扭矩计算公式，分析了影响扭矩大小的主要因素。
Considering the restraining moment of the secondary beam, the paper deduces formulas for calculating torsional moment of edge beam of frame. Primary factors of affecting torsional moment are analyzed.
探讨了配筋钢纤维混凝土叠合梁正截面承载力计算公式。
The formulas forcalculating the normal section bearing of steel fiber reinforced concrete composite beams were presented.
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。
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.
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