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Keyword [Frame connection]
Result: 1 - 20 | Page: 1 of 2
1. Behaviour Of Steel Beam To Concrete-Filled Steel Tubular Columns Frames
2. The Impact Effect Of Partial Fracture In Steel Frame Connections And The Dynamic Behavior Of The Whole Structure After Fracture
3. Study On Seismic Performance Of Steel Reinforced Ultra High Strength Concrete Frame Connection
4. Study Of The Connection Mechanical Behavior And Its Effection On Steel Frame
5. Seismic Behavior Of Beam-Column Connections In Steel Structure With Composite Effect
6. The Finite Element Global Analysis Of Steel Frame With Semi-rigid Connections And It's Performance
7. Seismic Behavior Of Connections With Web Opening And Composite Effect
8. Research On Seismic Behavior Of Beam-column Connection Of Cellular Steel Frame
9. Behavior Researches On Beam-To-Column Joints In Semi-Rigid Steel Frame
10. Study On Seismic Performance Of Frame-rocking Wall Structure And Development Of Its Connection
11. F.E.A For New Type Circle Tubular Steel Column With Separate Outer Sleeve&H-section Steel Beam Frame Connection Joint
12. Experimental Research On Cover-plate Reinforced Of Box Strengthen-joint Region Connection For Weak Axis Of I-section Column Under Monotonic Loading
13. Study On Seismic Performance Of Special-Shaped Concrete-Filled Steel Tubular Column To Steel Beam Joint
14. Optimum Design And Strength Analysis Of Loder Crane Truck Frame Connection
15. Experimental Study On Seismic Behavior Of Prefabricated Self-centering Frame Connection
16. Experimental Study And Theoretical Analysis Of Joints Between Buckling-restrained Brace And Reinforced Concrete Frame Under Seismic Action
17. Experimental Study And Theoretical Analysis Of Buckling Restrained Brace And Steel Frame Joint Under Seismic Action
18. Seismic Fragility Analysis Of Moment-resisting Steel Frames Based On Connection Failure Characteristic
19. Parameter Optimization Of Beam-Column Connection Of Steel Frame With Expanded Flanges At Beam End
20. Experimental And Numerical Simulation Analysis On Impact Resistance And Beam-column Connection Performance Of Steel Frames At Elevated Temperatures
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