1.
Theory of Space Stability of Open Thin-Walled Columns and the Checking Computation of Column Curve Based on It;
开口薄壁柱空间理论及基于此的柱子曲线验算
2.
Experimental and Theoretical Research on Bearing Capacity of Cold-Formed Steel Double-C Section Compression Columns
开口双肢冷弯薄壁型钢组合截面立柱承载力的试验和理论研究
3.
Lofting Design of Tee type Thin Cylindrical Tubes
三通薄壁圆柱管展开的自动放样设计
4.
The Finite Element Methods for Antiseismic Analysis of Thin- Walled Bar Structures with Open Profile;
开口薄壁杆结构抗震分析的有限元法
5.
Simulation Analysis on Open Thin-wall Box Arch Bridge During Rotation Construction
开口薄壁箱型拱桥转体施工模拟分析
6.
Analysis of Restrained Tortion of Thinwalled Bar with Open Section by a New Kind of Finite Element
开口薄壁杆件约束扭转分析的广义参数有限元
7.
Research on Stability Capacity of Elastic Open Thin-walled Circular Steel Arch;
弹性开口薄壁截面圆弧钢拱的稳定承载力研究
8.
Stability Study on Arch Bridges with Open Thin-walled Boxes under the Turning Construction Stage;
开口薄壁箱拱桥转体施工阶段结构稳定性研究
9.
Research of Turning Construction Monitoring Technique for Open Thin-wall Box-stiffer Arch Bridge;
开口薄壁箱型拱桥转体施工监控技术研究
10.
The Analysis Vibration of Thin-wall Ship Hull with Hatch Opening under the Load of Crosswise Component;
横向加强构件作用下开口薄壁船体的振动分析
11.
Shear Resistance of Cold-Formed Steel Compound Wall with Openings;
开门窗洞口的冷弯薄壁型钢组合墙体抗剪性能
12.
The Research for Local Stability of Arch Web during Swing of Open Cross-Section Thin-Walled Box Arch Bridge
开口薄壁箱型拱桥转体施工中拱肋局部稳定
13.
Key Technology Research on Concrete Arched Bridge with Open Thin-walled Boxes
混凝土开口薄壁箱拱桥施工关键技术研究
14.
Theoretical Calculations and Experimental Studies of Bending Center of Thin-walled Beams with Open Section
开口薄壁杆弯曲中心的理论计算和试验研究
15.
SLABS-DISASSEMBLED METHOD OF FLEXURAL-TORSIONAL BUCKLING OF THIN-WALLED OPEN-PROFILE MEMBERS
开口薄壁构件弯扭屈曲的单肢解析化分析方法
16.
The classic theory may be divided into Vorousov open section and Wumanski closed section thin-walled bar theory.
经典理论主要可分为符拉索夫开口薄壁理论与乌曼斯基闭口薄壁杆件约束扭转理论。
17.
Fire Resistance of Concrete-Filled Thin-Walled Steel Tubular Columns under Axial Load
轴压薄壁钢管混凝土柱抗火性能研究
18.
Width-thickness ratio of steel plates in concrete-filled rectangular thin-walled steel tube columns subjected to axis force with initial bending
考虑初始弯曲矩形薄壁钢管砼柱管壁屈曲分析