1.
Discussion about Lower Flexibility of Bridge Cranes' Main Girder
桥式起重机箱形主梁下挠问题的探讨
2.
Flexibility Effect of Shearing Deformation on Cantilever Box Girder of Sandwich Composite Materials
剪切变形对夹芯复合材料悬臂箱梁挠度的影响
3.
Cause Analysis for Shear Crack and Deflection of Long Span Concrete Box-Girder Bridge
大跨径混凝土箱梁桥剪切开裂及下挠原因
4.
Research on the Girder s Deflection of Long-Span Prestressing Concrete Continuous Girder Bridges;
大跨度预应力砼连续梁式桥主梁下挠研究
5.
Three Dimensional Stress Analysis of Main Girder with Twin-Box Cross Section Used in Cable-Stayed Bridge;
斜拉桥双箱单室箱形主梁的空间应力分析
6.
Flexural-torsional analysis of thin-walled curved box girders with shear lag and secondary shear deformation in restraint torsion
考虑剪滞变形及约束扭转二次剪切变形影响时薄壁曲线箱梁的挠曲扭转分析
7.
A HIGH PRECISION COMPUTATIONAL MODEL AND METHOD FOR ANALYZING THE LARGE DEFLECTION OF MICROBEAMS DRIVEN BY ELECTROSTATIC FORCE
分析静电力作用下微梁大挠度变形的一种高精度计算模型与方法
8.
On the influence of the concrete creep on the long-term deflection of the long-span box-girder bridges
徐变对大跨径混凝土箱梁桥长期挠度影响
9.
Deflection monitoring and forecasting of long span pre-stressed concrete continuous box beams
大跨度预应混凝土箱梁桥的挠度监测与预测
10.
Research on Shear Lag Effect in Box Girder of Cable-Stayed Bridge with Single Tower and Single Cable Plane;
独塔单索面斜拉桥箱形主梁剪力滞效应研究
11.
Development of Welding CAPP System for the Box-Main-Girder of Overhead Traveling Crane
桥式起重机箱形主梁焊接CAPP系统的开发
12.
The Mechanical Analysis and Optimization Design of 20t Gantry Crane's Main Box Girder
20t龙门起重机箱形主梁力学分析及优化设计
13.
Particle swarm optimization for box girder of crane based on chaos series
基于混沌序列的起重机箱形主梁粒子群优化
14.
Analysis of Reasonable Thickness of Vertical Web of Main Girder in Cable-stayed Bridge
斜拉桥箱形主梁直腹板的合理厚度分析
15.
Buckling of Corrugated Steel Web in Composite Box-Girder Bridge Under the Action of Eccentric Loading
偏载作用下组合箱梁桥波形钢腹板的屈曲
16.
Finite Element Analysis of Deflection Deformation of RC Beam Strengthened With CFRP
CFRP加固RC梁挠度变形的有限元分析
17.
Study on Activ Deformation Behavior of the Sma Composite Thin-Walled Box-Beam
形状记忆合金复合材料薄壁箱形梁的主动变形特性研究
18.
0.618 method calculation on absolute maximum deflection on primary beam within bridge system composed of longitudinal and transverse beams
纵横梁桥面系统主梁绝对最大挠度的0.618算法