1.
Hysteretic behavior study of steel beam-to-column T-stub connections
钢框架梁柱T型钢连接节点滞回性能的研究
2.
3D Nonlinear FE Analysis on T-Stub Steel Connection
高强螺栓T型钢连接节点三维非线性有限元分析
3.
The Elastic-Plastic Analysis and the Second-Order Simplified Calculation of Semi-Rigid Space Steel Frames Using T-stub Connections;
T型钢半刚性连接空间钢框架弹塑性分析与二阶简化计算
4.
Research on the Ultimate Strength and Bending Rigidity of Minor Axis T-sub Semi-rigid Connections
弱轴T型钢半刚性连接节点极限承载力及抗弯刚度研究
5.
Two T-sections are battened between the stems.
在两个T形断面梗部之间用钢钣条连接。
6.
The supersonic detection of full penetration T-typed and corner joint of steel structure
钢结构全熔透T型及角接接头的超声波检测
7.
Water Diversion and Vortex Precaution Technique of "∴"-type Walls in a T-junction Chamber
T型分流/汇流连接井“品”字型墙均流防涡技术
8.
Fatigue Behaviour of Welded T-joints of Concrete Filled Circular Hollow Sections;
圆钢管混凝土T型焊接节点疲劳性能研究
9.
Experimental Research on the Extended-End-Plate Connections and T-Connections of Beam-to-Column;
梁柱外伸端板、T型连接节点的试验研究
10.
CO_2 Laser Welding and CO_2 laser-TIG Hybrid Welding of Thin Walled Stainless Steel T Butt Joint from the base Plate Side
不锈钢薄壁T型接头的CO_2激光及CO_2激光-TIG复合焊接
11.
Study on Behavior of Connection between Steel Beam and Concrete Wall with Embedded Section Steel;
内埋型钢混凝土墙与钢梁连接节点的性能研究
12.
Hysteretic Behavior of Connections of Steel Coupling Beams Linking Concrete Shear Walls with Steel Boundary Element in Hybrid Coupled Walls System;
含型钢边缘构件的混合连肢墙体系钢梁与剪力墙连接的滞回性能
13.
The Performance Research on the Beam-column Connections of Cold Bending Light-gauge Steel C Section with Angle at Bottom and Top of the Web;
顶底角钢、腹板双角钢连接的冷弯薄壁C型钢梁柱节点性能研究
14.
The hot-rolled H and cut T section steel
GB/T11263-1998热轧H型钢和剖分T型钢
15.
Sets of torshear type high strength bolt hexagon nut and plain washer for steel structures
GB/T3632-1995钢结构用扭剪型高强度螺栓连接副
16.
Connection Technology and Practice of Steel Bar Cold Pressing by Newly Developed Toothed Mould
新型梅花齿形钢筋冷压连接工艺与实践
17.
Research on Stiffness of Joints in Bolted Connected Cold-formed Steel Trusses;
冷弯薄壁C型钢桁架螺栓连接节点刚度研究
18.
Numerical Modeling Method for the Clip Connecting Profiled Metal Slab s Ultimate Resistance;
扣合连接压型钢板承载力有限元数值模拟