1.
Design Surfaces for Minimum Cost Design of Reinforced Concrete Rectangle Beams
钢筋混凝土矩形梁最小成本设计曲面研究
2.
Analyses of the Bearing Capacity of Normal Section of Reinforced Concrete Rectangle Girder with Single Reinforcement
钢筋混凝土单筋矩形梁正截面承载力分析
3.
A new theory of deep beams of rectangular cross section and its application
矩形截面深梁的一个新理论及其应用
4.
Analysis of torsion bearing capacity performance of SRC rectangular cross-section beam
SRC矩形截面梁的受扭承载力性能分析
5.
Static Behavior of a New Type of I-Beam with a Rectangular Tube Top Flange
上翼缘为矩形管的新型工字形梁静力性能分析
6.
Total-type matrix analysis for deformation of statically determinate prestressed concrete bridges
静定预应力混凝土桥梁变形全量形式矩阵分析
7.
Analysis of Torsional Moment to Oblique Separation Framed Tunnel Bridges by Finite Element Method of Plates and Beams
斜交箱形地道桥扭矩分析的板梁有限元法
8.
Study on the Structral Behaviors of Prestressed Concrete-Filled Rectangular Steel Box Beams;
预应力矩形钢箱混凝土梁的结构行为研究
9.
Research on Flexural Behavior of Reactive Powder Concrete Rectangular Beam with Steel Bars;
活性粉末混凝土矩形截面配筋梁抗弯性能研究
10.
Static Behavior and Design Method of Steel Girders with Large Web Openings;
大尺度矩形开孔钢梁受力性能及设计方法研究
11.
Flexural Stiffness and Crack Widths of Rectanglar Reinforced Concrete Beams Strengthened with Externally Bonded CFRP Sheets;
CFRP加固矩形截面钢筋混凝土梁刚度、裂缝研究
12.
The Influence of Cold-Formed Effect to Stress Capacity Performance of Cold-Formed Rectangular Hollow Section Beams;
冷弯效应对冷弯矩形钢管梁受力性能的影响
13.
Analysis of Shear Load-bearing Capacity of Joint Region of CFRT Column and Beam;
矩形钢管混凝土梁柱节点域受剪承载力分析
14.
Method of check table for determing reasonable mvalue of rectangle section beam;
确定矩形截面梁合理高宽比m的查表法
15.
Study of the elastic mechanics problem in narrow rectanglar girder by the singularity function;
狭矩形截面梁弹性力学问题的奇异函数法研究
16.
Research on the Mechanics Behavior of Concrete-filled Rectangular Steel Tubes Beam
矩形钢管膨胀混凝土梁的受力性能分析
17.
Axial crashworthiness optimization of thin-walled rectangular beam based on finite element method
基于有限元法的矩形薄壁梁轴向耐撞性能优化
18.
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