1.
In the calculation of fixed end moments, joints B and C are temporarily locked.
在计算固端弯矩时，临时锁住共点B和C。
2.
A Solution Method of the Bending Moment of the Statically Indeterminate Beam with Constant Cross Section and Single-span;
等截面单跨超静定梁固端弯矩的一种解法
3.
COMPARATIVE STUDY ON BENDING STRENGTHENING METHOD OF NEGATIVE MOMENT AREA AT BEAM END IN RC FRAME
梁端负弯矩区受弯性能加固方法对比试验研究
4.
Current Situation Analysis and Suggestions of Strengthening Technology in Negative Moment of the Reinforced Concrete Frame Beams
钢混框架梁端负弯矩区加固技术现状分析及建议
5.
straight embedment of anchorage
(无弯钩的) 钢筋直端锚固
6.
Behavior of concrete filled steel tubular beam-columns under eccentric loading of unequal end-moments
不等端弯矩圆钢管混凝土偏压柱力学性能研究
7.
Study on rotation capacity of prestressed composite girders under negative moment
预应力组合梁负弯矩作用下梁端转动能力研究
8.
Numerical Simulation on RC Frame Beam Strengthening with Steel Plate in Negative Moment Area;
混凝土框架梁负弯矩区粘钢加固数值模拟研究
9.
Validity of FRP Strengthening in Negative-Moment Area of Frame-T-Beam
论框架T形梁负弯矩区纤维布加固的有效性
10.
Design method of moment distribution of concrete continuous beam strengthened with CFRP
碳纤维加固混凝土连续梁弯矩重分布设计方法
11.
Test of Strengthening Negative Moment Area of Reinforced Concrete Continuous Beams with Carbon Fiber Reinforced Polymer
碳纤维布加固混凝土梁支座负弯矩区的试验
12.
Experimental Research on the Flexural Performance of the RC Beam Strengthened by Bongding the CFRP Sheets on Lateral Side;
CFRP侧面加固钢筋混凝土梁负弯矩区抗弯性能试验研究
13.
Experimental Research on the Flexural Performance of the RC Beam Strengthened the Negative Capacity with CFRP Sheets;
CFRP加固钢筋混凝土梁负弯矩区抗弯性能试验研究
14.
The Experimental Research of Strengthening the Negative Flexural Area of RC Beams with CFRP;
碳纤维布加固钢筋混凝土梁负弯矩区的抗弯性能试验研究
15.
To fix or secure(a nail or bolt, for example) by bending down or flattening the pointed end that protrudes.
敲弯，敲平通过弄弯或弄扁突出的一端来固定（如钉子或螺丝钉）
16.
The fixed end moments acting on the member are ignored for the moment.
作用于该杆上的固端力矩暂且都不考虑。
17.
The Research on the Calculate Rigidity of Frame Beam and the Research on Amplitude Regulation Coefficient of Bending Moment Within Beam End;
框架梁计算刚度放大系数与梁端弯矩调幅系数的研究
18.
Research of the End Plate Conjunction Capability with Moment of Rectangular Steel Tubing Concrete Column-H Beam;
矩形钢管混凝土柱-H型钢梁端板半刚性连接受弯性能研究