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Keyword [Box-column]
Result: 1 - 20 | Page: 1 of 3
1. The Analysis Of H-beam To Cold-Formed Box Column Connection
2. The Research Of Bearing Capacity About Cold-formed Box Column To H-beam Connection Joints
3. The Performace Of The Tension Side Of The Box-column And H Beam Joint And Nonlinear Finite Element Method Analysis
4. Exploration On Behaviour Of No-Diaphragm And External T-Stiffener Box-Column To I-Beam Connections
5. The Strength Design Condition Of The Mid-joint Of The Box-column Without Transverse Stiffing Plate Connects Rigidly H-beam
6. Experimental Research On The Middle Joint Of The Box-column Steel Frame Without Transverse Stiffing Plate
7. Experimental Research On The Performance Of Perimeter Column-connection Between The Box-Column And H-Beam In Steel Frame
8. Destruct Analyse Of Steel Trestle Bridge Of Roll-on Roll-off Terminal And Design Of Strengthening
9. The Behavior Of Tensile Zone Of Interior Joints About Plane Frame Of Box-column And Nonlinear Finite Element Method Analysis
10. Finite Element Analysis For The Residual Stress Of Welded Box Column
11. Production Of Plant Box-column And Construction Technology Of Rack Sliding Method
12. Analysis On Box Column With Concrete Filled Steel Tube Under Pressure And Bending
13. Study On The Seismic Behavior Of Diaphragm-through Connection Between Box Column And I-beam In Steel Frames
14. Fracture Mechanism And Ductility Of Box-column And H Beam Joints
15. Research On The Anti Seismic Behavior Of Diaphragm-through Joints Of Box-column And Box-beam
16. Study Of Experiment, Fracture Mechanism And Design Method On Diaphragm-through Irregular Joints Of Steel Box Column And H-section Steel Beam
17. F.E.A And Research For Stable Capacity Of Special Shaped T-Box Column
18. Research On Quality Control Of Steel Structure Engineering In A Hospital
19. Stress Performance Analysis Of Abnormal Joints With Different Types Of Cross-Sections Column In Rigid Steel Frame
20. Experimental Study On Seismic Performance Of The Box Column Semi-rigid Braced Frame Structure
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