This paper emphasizes the study of variation laws of support moments of two-span or three span continuous beams under various span ratios, various dead to live load ratios, and various support point beam stiffness to midspan stiffness ratios.
本文着重研究两跨或三跨连续梁在不同跨度比、不同静活荷载比以及各种支座和跨中刚度比值下支座弯矩的变化规律，采用与弹性分析值进行比较的方法，提出钢筋混凝土连续梁考虑内力重分布后支座弯矩的修正系数，以求使用阶段连续梁的内力及位移计算更切实际。
The comparisons between the calculation of span central point bending of bi-direction panels,negative moment of backing plate,positive moment of span central point of differential span bi-directio.
并利用双向板跨中挠度计算公式以及不等跨连续双向板的支座负弯矩和跨中正弯矩的计算公式,同常规的双向板的计算公式进行计算比较分析。
The technological property of the side bent pedestal part is analyzed.
分析了侧弯支座零件的工艺性,介绍了级进模总体结构设计和排样方案。
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
The equation of five moments of continuous beam with step cross section on the elastic support
阶梯状变截面弹性支座连续梁的五弯矩方程
Slip Effect Analysis of Simply Supported Steel-Concrete Composite Beams under Negative Bending Moment;
负弯矩作用下钢—混凝土简支组合梁的滑移效应分析
United solution method on tow opposite ends simply supported tow opposite ends free rectangular plate bending with boundary;
支座位移作用下一对边简支一对边自由矩形弹性薄板弯曲统一求解方法
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
a pair of curved vertical supports for a lampshade.
灯座的一对弯曲的竖直支撑。
The Research on Mechanics Capability of Steel-Concrete Composite Beams under Negative Moment;
钢—混凝土组合梁负弯矩区力学性能的研究
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
Buckling Coefficient of Steel and Concrete Composite Beams with External Tendons Under Negative Bending
体外预应力组合梁负弯矩下的稳定系数
Loading Capacity of Composite Box Girder Intersection with Special-Shaped Steel and Concrete in Negative Bending Region
负弯矩区异型钢-混凝土组合岔梁受力性能分析
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
Discussion on Prestress Dealing with Negative Moment Area in the Continuous Combination Beam
用预应力处理连续结合梁中负弯矩区的探讨
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
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
Interface Slip and Full Process Analysis of Double Steel-Concrete Composite Beam under Negative Bending;
钢－混凝土双面结合梁负弯矩区滑移及受弯全过程分析
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
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
Moment Amplification Factors of Columns in Frame-Flexural Bracing Systems and the Overall Elastic Stability;
框架—弯曲型支撑体系中框架柱的弯矩放大系数及整体弹性稳定