Base isolated structure - Globe Thesis

Keyword [Base isolated structure] Result: 21 - 40 \| Page: 2 of 5
21.	The Study Of The Deformationg And Monitoring Of Ultra-long Base Isolated Structure Under The Temperature And Shrinkage
22.	The Research Of Soft-collision On Base-isolated Structure In Near-fault Ground Motions
23.	Inlfuence Analysis Of Near-fault Ground Motions On Seismic Responses Of Base-isolated Structure
24.	The Performance Analysis Of High-rise Frame-shear Wall Base-isolated Structure
25.	The Comparative Study On Aseismic Performace Of Nuclear Containment’s General Structure And Base-isolated Structure
26.	Anlysis On Seismic Performance Of High-rise Frame Base Isolated Structure With Energy Dissipation Device
27.	Study On Nonlinear Spectra And Input Energy Of Base-isolated Structure
28.	Seismic Reductions Based On Combined Friction Isolation Structure Under Near-fault Earthquakes
29.	Damping Effect Laminated Rubber Base Isolated Structure Analysis
30.	Studies On Energy-based Integrated Practical Design Method For The Base-isolated Structure
31.	Preliminary Study Of Near-fault Seismic Response Mechanism On High Damping Base-isolated Structure
32.	Fuzzy Control For Seismic Protection Of Semiactive Base-Isolated Ststems Subjected To Near-Fault Earthquakes
33.	Study On Response Spectra For Base-Isolated Structures Considering Focal Mechanism
34.	Seismic Performance Analysis Of Base-isolated Structure Based On Energy
35.	The Movement Characteristics Of Near-fault Ground Motion And Influence On Fragility Analysis Of Base-isolated Structure
36.	Dynamic Response Analysis Of Considering The Uneven Settlement Of Collapsible Loess Foundation Of Base Isolated Structure
37.	Temperature Dependency Research And Seismic Response Analysis Of Long Irregular Base-isolated Structure Based On SHMS
38.	Study Of Base Isolated Structure Of Dynamic Performance Under The Influence Of Bearing Horizontal Stiffness
39.	Research On Reasonable Shear Wall Stiffness Of High Rise Frame-shear Wall Base Isolated Structure
40.	Investigation On Base-isolated High-Rise Building Structure Under The Very Rare Earthquake
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