1.
Theoretical and Experimental Studies on Ultimate Strength of Tubular Joints Applied for Long-span Steel Towers;
大跨越钢管塔节点强度理论与试验研究
2.
Treatment Measures of Different Strength Grade Concrete Frame Beam-Column Joints
不同强度等级混凝土框架梁柱节点的处理措施
3.
Experimental and Theory Study on Unstiffened and Typical Stiffened Steel Tubular Joints of Large-Span-Weight Structures;
大跨度重型钢管相贯节点与典型加劲节点的试验与理论研究
4.
Theoretical Model for the Initial Stiffness of Outer-shell Beam-column Connection
外套管式梁柱节点初始刚度的理论计算模型
5.
Experimental and Theoretical Study of D-Type Eccentrically Braced Steel Frames with Reinforced Connection under Cyclic Loading;
梁柱节点加强D型偏心支撑钢框架滞回性能的试验与理论研究
6.
The Theoretical and Experimental Research on Fatigue Performance of High Strength Bolt Connection in Grid Structure with Bolt Sphere Joint;
螺栓球节点网架结构高强螺栓连接疲劳性能的理论与试验研究
7.
Research on Seismic Behaviors and Design Method of Steel Reinforced High Strength and High Performance Concrete Frame Joints;
型钢高强高性能混凝土框架节点抗震性能及设计计算理论研究
8.
The Study of Corner Joints Strength on Framework Structure of the Masson Pine Wood Furniture;
松木家具框架节点接合强度性能研究
9.
Study on the Factors of Node Peel Strength of Nomex Honeycomb
影响Nomex蜂窝节点强度因素的研究
10.
STUDY ON STATIC STRENGTH OF TUBULAR JOINTS REINFORCED WITH HORIZONTAL INNER PLATE
内置横向插板加强型管节点静力强度研究
11.
theorotical intensity of scattered ion
散射离子的理论强度
12.
New Development in Strength Theory-Square Principal Shear Strength Theory;
强度理论的新发展——谈平方主剪应力强度理论
13.
A Discussion of Calulated Method for the Effective Strength of Concrete between High Strength Concrete Column and Normal Strength Concrete Slab;
不同强度板柱节点混凝土有效强度计算方法探讨
14.
The Theoretical Features of "State Regulation Theory";
论经济法学中“国家调节说”的理论特点
15.
High strength bolts for joints of space grid structures
GB/T16939-1997钢网架螺栓球节点用高强度螺栓
16.
Stress Analysis and Strength Design for the Bottom Node of Cylindrical Metal Tanks
圆柱形金属油罐下节点的应力分析和强度设计
17.
Experimental Research on Bearing Capacity of Different-strength Concrete Beam-column Joints;
不同强度等级混凝土梁柱节点承载力实验研究
18.
Estimation of Stress Intensity Factor Solutions for Cracks in Tubular Joints Based on Crack Opening Displacement;
基于张开位移的管节点裂纹应力强度因子评估