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Keyword [Incremental dynamic analysis (IDA)]
Result: 1 - 20 | Page: 1 of 2
1. The Index System And The Analysis Method For Seismic Appraisal Of Existing Multi-storey & High-rise Steel Frame Structures
2. Research On Response Modification Factor And Displacement Amplification Factor Of Concentrically Braced Steel Frames
3. Structural Dynamics Analysis In Performance-Based Earthquake Engineering
4. Seismic Response Modification Factor Of Y-eccentric Braced Steel Frame Structures
5. Studies On Performance-Based Seismic Response Analysis Method For The Steel Frame Structure
6. Analysis On The Seismic Collapse Margin Of Multi-story Steel Frames
7. Study On Containment And Equipment Classified Of Seismic Category Ⅰ Seismic Margin Assessment Of Nuclear Power Plants
8. Collapse Analysis Of The Serial Isolation Structure Subjected To Multi-dimensional Earthquake
9. Nonlinear Seismic Response Analysis Of RC Frame Structure Accounting For The Influence Of Ground Motion Spectral Shape
10. Research On Seismic Performance Of A High-Rise Prefabricated Isolated Structure
11. Research On The Lateral Incremental Collapse-Resistant Capacity Of Aseismic Design-Based Multi-Storey RC Frame
12. Analysis Of Seismic Behavior Of Huge CFST Frame-brace Structures
13. Seismic Performance Analysis Of Irregularly Super-long Isolated Structure Considering Initial Unloaded Displacemental Isolators
14. Anti-collapse Performance Analysis Of Viscous Damper In RC Frame Structure Based On Incremental Dynamic Analysis
15. Frame- Shear Wall Structure Seismic Performance Evaluation Based On The Full Probability Theory
16. Study On Seismic Damage Performance Of Long Span Rigid Frame Bridge In Deep-water Based On IDA Analysis
17. The Endurance Time Method For Seismic Response Analysis Of Steel-concrete Hybrid Structures
18. Performance-based Seismic Risk Assessment For Bridge Structure
19. Collapse Safety Reserve Of Jacket Platform Considering Damage
20. Research Of The Seismic Performance Evaluation Of RC Frame Structure With Considering The Effect Of SSI
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