弯矩调幅

众多学者对钢筋混凝土连续梁板的塑性设计进行了系统研究，其弯矩调幅系数有表可查。

A lot of scholars have made researches on plastic design of concrete continuous beams and slabs , and the moment modification coefficient has been listed in table .

以关键参数为自变量，建立了连续梁和连续板的弯矩调幅系数计算公式，为进行连续梁板的塑性设计提供了参考依据。

Making key parameters as independent variable , the calculation formulas of moment modification coefficient in continuous beams and continuous slabs are proposed . They provide references for plastic design of continuous beams and slabs .

目前各国学者不但研究了各海区C.对预应力混凝土超静定结构弯矩调幅的分析

The study of C. Study on Moment Redistribution of Statically Indeterminate Structures of PPC

最后提出连系梁弯矩调幅系数（K）的建议值，供工程实践选用。

In conclusion it recommends the amplitude modulation coefficient K of ben - ding beam for use in engineering practice .

逆向弯矩调幅法用于FRP补强框架梁极限抗弯承载力的探讨

Discussion of Reverse Bending Moment Adjust Method in FRP Reinforcing Ultimate Bearing Bending Moment of Frame Beams

PPC超静定结构弯矩调幅限值及方法的研究

Study of Moment Modification of Partially Prestressed Concrete Hyperstatic Structures

本文作者详细论述了一种RC连续梁弯矩调幅法的非线性分析方法，并通过Fortran语言编制的相应程序对5根梁的计算模型进行了分析和比较。

A non-linear analysis method of moment modulating continuous RC beams is discussed in detail and five numeric models also are analyzed and compared by fortran program in this paper .

本论文通过使用ANSYS建立钢筋混凝土结构模型进行非线性分析，得出了当弯矩调幅系数取值0.85时，结构设计比较合理。

In this paper , by using ANSYS establishment of reinforced concrete structures , the nonlinear analysis model for a moment attenuation coefficient get that structural design is reasonable when the moment attenuation coefficient can be close to 0.85 .

试验表明，GBF顺管向连续板具有优良的塑性内力重分布性能，在不同的弯矩调幅幅度下（16.5%~30.7%），各连续板都能达到完全的内力重分布。

And it was indicated that the GBF parallel continuous slabs had fine performance of plastic internal force redistribution . All the continuous slabs could develop full internal force redistribution under various values of moment modulating ( 16.5 % ~ 30.7 % ) .

关于梁端弯矩调幅问题的探讨

An Inquiry into Amplitude Regulation of Bending Moment within Beam End

极限等效荷载平衡法弯矩调幅系数探讨

Discussion about moment modulation coefficient of ultimate equivalent load balance method

钢筋混凝土双向板的弯矩调幅方法

Adjustment Method of Bending Moments in Two-way Reinforced Concrete Slabs

结构总的弯矩调幅系数也随着次弯矩的增大而增大。

Total coefficient of modulation of moment also is bigger .

体外预应力钢&混凝土连续组合梁的弯矩调幅组织和协调募款工作；

Moment Redistribution in Prestressed Continuous Steel-concrete Composite Beams with External Tendons ;

预应力混凝土连续梁弯矩调幅的主要影响因素

Main factors governing moment modulation of prestressed concrete beams

连续组合梁的弯矩调幅系数与内力重分布

Amplitude-modulation-coefficient and Internal Force Redistribution in Continuous Composite Beams

预应力框架弯矩调幅设计应注意的几个问题

Several Matters to be Noticed During the Moment Modulation Design of Prestressed Concrete Frame

钢筋混凝土连续梁弯矩调幅法的研究

Moment Limitation Amplitude of Continuous Beams

合金凝固过程中的溶质再分配与成分偏析对预应力混凝土超静定结构弯矩调幅的分析

SOLUTE REDISTRIBUTION AND SEGREGATION IN SOLIDIFICATION PROCESS Study on Moment Redistribution of Statically Indeterminate Structures of PPC

据此，对连续组合梁的负弯矩调幅系数提出了建议。

The proposed formulae for the moment redistribution ratio are valuable to the design of continuous composite beams .

框架梁在垂直载荷下梁端弯矩调幅后跨中弯矩计算

Under Action of Vertical Load , Moment Calculation of Frame Beams When Magnitude of the End Moments are Readjusted

荷载作用形式和跨高比对弯矩调幅系数也存在一定影响。

There are some influence of load types and the ratio of span to depth on moment modification coefficient .

对连续组合梁的内力重分布现象和中支座的弯矩调幅系数进行了探讨。

The redistribution of internal force and the moment modulation factor of inner supports are studied for the continuous composite beam .

弯矩调幅系数是反映连续组合梁内力重分布能力的参数。

Amplitude modulation coefficient is a parameter , by which the capacity of internal force redistribution in continuous composite beams is reflected .

框架梁计算刚度与梁端弯矩调幅系数合理取值的研究

The Research on the Calculate Rigidity of Frame Beam and Amplitude Regulation Coefficient in Reason Value of Bending Moment within Beam End

第一塑性铰的转动能力对结构弯矩调幅起主要作用，次弯矩越大，该截面总弯矩调幅越大。

The rotational capacity of the first plastic hinge always controls the modulation and the larger the secondary moment results in larger modulation .

梁端截面具有良好的转动能力，可考虑框架弯矩调幅；预应力的作用使得试件有很强的变形恢复能力，有利于震后修复。

The prestressed fabricated connection has enough displacement restoring capacity , which reduces the frame damage in earthquake and can be repaired conveniently .

本文采用能量法对普通钢筋混凝土连续梁和预应力混凝土连续梁的弯矩调幅与截面曲率延性之间的关系进行了研究。

Principle of energy is used to study the moment redistribution and the section curvature ductility in reinforced and prestressed concrete continuous beams .

在结构设计中，选择一个合理的中梁、边梁刚度放大系数和选择一个合理的梁端弯矩调幅系数一直没有得到一个统一的值。

In construction design , there is still no a reasonable uniform cost about the rigidity amplification coefficient of center beam and boundary beam .

关于弯矩调幅法对框架柱不利影响的探讨

A Discussion on Detrimental Effect in Column Stresses by Redistribution of Beam & end Moment of a Frame Structure under Action of Vertical Load