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Keyword [story drift angle]
Result: 1 - 20 | Page: 1 of 2
1. The Research On Seismic Performance Of Steel Frame-concrete Core Tube Structures With Eccentrically Braces
2. Seismic Analysis And Design Of Tall Commercial-Residential Buildings With Box Transfer Story
3. The Comparison Of Seismic Performance Between Frame-Multi-Ribbed Composite Wall Structure And Infilled Frame Structure
4. Analysis Of Shear Distribution Rate In The Dual Lateral Force Resistant System Of Steel Frame-central Braced
5. Application Of Pushover Of Structural Analysis On Frame Structure
6. Shaking Table Test Study And Theoretical Analysis Of High-rise Building With Truss Transfer Story
7. The Story Shear Distribution And Deformation Performance Of Moment-resisting Steel Frame-steel Plate Shear Wall Under Strong Ground Motions
8. Methodology Study On Seismic Performance Assessment Based On Deformation And Damage For Frame Structure With Transfer Story
9. The Optimal Design Research Of Shearwall Structure For High-rise Residential Building
10. Study On Design Of Thin-walled Columns And Special-shaped Columns Composite Frame Structure For Resettlement Residential Area
11. Comparative Analysis On Calculation Methods Of Lateral Stiffness Ratio Of Frame Structure
12. Earthquake Records Selection Method For Nonlinear Time History Analysis Of Structures
13. Seismic Fragility Analysis Based On Story Plastic Energy Dissipation Index
14. Research On Reasonable Shear Wall Stiffness Of High Rise Frame-shear Wall Base Isolated Structure
15. Antiseismic Performance Analysis Of Infill Wall And First Layer Joints Of Frame Structure
16. Seismic Performance Of Existing High-rise Building With Energy Saving Recinstruction
17. Analysis Of The Vulnerability Of Ancient Buildings With Wood Structure Based On Deformation And Energy
18. Shaking Table Test Design And Seismic Performance Analysis Of FRP Reinforced Concrete Frame Structure
19. Primary Study On Masonary Structure Earthquake Hazards Simply Evaluation Method Based On Pushover
20. Study On Seismic Performance Threshold Value Of Story Drift Angle Of Rectangular Underground Stations
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