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Keyword [Anti-buckling]
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1. Seismic Resistance And Fire-resistant Behavior Of New Type Steel Structure In Moderate High-Rise Residential Building
2. Experimental Study On Behavior Of FRP Anti-buckling Strengthening Steel Members
3. Experimental Study On Mechanics Performence Of GFRP Tube Anti-buckling Strengthening Angle Steel Members
4. Design Method And Seismic Performance Of Assembled Anti-buckling Steel Plate Shear Wall
5. Shaking Table Test Study Of Anti-buckling Braced Steel Frame And Finite Element Simulation
6. Study On Seismic Behavior Of Semi-rigid Frame Buckling Restrained Steel Plate Shear Wall Structure
7. Energy-saving Performance Analysis Of A New Shear-type Fully Assembled Anti-buckling Energy-consuming Support
8. Analysis Of Seismic Performance Of The New SCBRB
9. Structural Seismic Analysis Of The Mixture Of VID And BRB Damper
10. Seismic Analysis Of Anti-buckling Energy Support In Irregular Structures
11. Research On Design Method And Seismic Performance Of Assembled Anti-Buckling Steel Plate Energy-Dissipation Coupling Beam
12. Seismic Performance And Experimental Study Of Composite Coupling Beam With Fabricated Anti-buckling Steel Plate
13. Research On Seismic Reduction Performance Of Interlayer Isolation System Under Near-fault Ground Motion
14. Research And Application Of Anti-buckling Steel Shear Wall For Fabricated Steel Structure Building
15. Seismic Behavior And Experimental Study On Prefabricated Double-Stage Energy-Dissipation Anti-Buckling Steel Plate Shear Wall
16. Analysis On The Cooperative Performance Of Anti-buckling Steel Plate Shear Wall With All-steel Cover Plate
17. The Hysteretic Performance Analysis And Application Research Of Open-hole Anti-buckling Restraint Support
18. Analysis Of Seismic Performance Of Irregular High-rise Steel Structures
19. Study On Seismic Performance Of Prefabricated Partially Connected Arc-shaped Opening Anti-buckling Steel Plate Shear Wall
20. Research On The Seismic Behavior Of Special Shaped Columns Frame-Buckling Restrained Steel Plate Shear Wall
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