1.
Research on the Structure Behavior and Ultimate Capacity Design of Overlap Tubular K-Joints;
圆钢管结构K形搭接节点受力性能及设计方法研究
2.
Research on Strength of Welds in Overlaped RHS K(N)-joints;
矩形管K（N）型搭接节点焊缝计算研究
3.
RESEARCH ON FORCED PERFORMANCE AND ULTIMATE CAPACITY OF OVERLAPPED TUBULAR K-JOINT
K形圆钢管搭接节点受力特点及极限承载力分析研究
4.
Research on Static Behaviour of Unstiffened Overlapped Circular Hollow Section K-Joints;
平面K型圆钢管搭接节点静力性能研究
5.
The Nonlinear Analysis on the Steel Tubular Lap K-joint Ultimate Bearing Capacity;
K型钢管搭接节点极限承载力的非线性分析
6.
Nonlinear Finite Element Analysis of Overlap Tubular K-Joints Made of Square Chord and Circular Braces
K型方圆钢管搭接相贯节点非线性有限元分析
7.
Nonlinear finite element analysis of72 overlap tubular K-joints and18 zero-gap K-joints is carried out.
对72个K型圆钢管搭接节点和18个零间隙节点进行了非线性有限元分析。
8.
Static Behaviour of Overlapped KT-Type SHS Joints;
直接焊接KT型搭接方管节点静力性能的研究
9.
Experimental study on ultimate bearing capacity of CFST directly-welded K-joints
钢管混凝土K形相贯节点极限承载力试验研究
10.
Axial Force Calculation Model of Circular Hollow Steel Member in Truss with Overlapped Unstiffened Joints
搭接节点圆钢管桁架结构轴力计算模型
11.
Improved design formulae for the ultimate capacity of unstiffened overlapped CHS joints
圆钢管搭接节点极限承载力计算公式的改进
12.
Finite Element Analysis on Static Behavior of Directly Welded K-Type and KK-Type Chs-Joints
直接焊接K型、KK型圆钢管节点静力性能的有限元分析
13.
Parametric Analysis and Design of the Ultimate Strength of Tube-gusset Plate Connections
K型钢管—板连接节点受力性能与极限承载力研究
14.
EXPERIMENTAL STUDY OF STRESS CONCENTRATION FACTOR FOR COMPLETELY OVERLAPPED K-JOINTS
完全叠接K型管节点的应力集中系数的试验研究
15.
It was finally known from energy consumption analysis of joints that, generally speaking, all specimens possessed good capability of energy consumption.
由搭接节点耗能分析可知，总体看来各试件具有良好的耗能能力。
16.
Research on the In-Plan Effective Length Factor of Brace in SHS Truss with Overlap Joints;
采用搭接节点的方管桁架支杆平面内计算长度系数研究
17.
The Static Property Research of Non-overlapping Spatial KK-joints with Vertical Bars
加竖杆的空间KK型圆管无搭接节点的静力性能研究
18.
Use this shape to connect nodes in a node tree diagram.
使用此形状可在节点树图表中连接节点。