Dynamic time-history analysis - Globe Thesis

Keyword [Dynamic time-history analysis] Result: 81 - 100 \| Page: 5 of 10
81.	Set E-beam Damping Device Continuous Beam Bridge Seismic Performance
82.	Research On Seismic Performance And Design Method Of Steel Reinforced Concrete Frame With Special-Shaped Columns
83.	Mechanics Performance Analysis On High Building Structure With Transfer Structure
84.	Research On The Model Of Infill Walls And Its Impact On The Seismic Performance Of RC Frames Structure
85.	The Seismic Capacity And Elastic-plastic Dynamic Time History Analysis Of The Frame-shear Wall Structure
86.	Study On Seismic Capacity Of Reinforced Concrete Structure With Soft-first Story
87.	The Seismic Response Analysis Of Cable-stayed Bridge Based On The Random Vibration Theory
88.	Static And Dynamic Characteristic Analysis Of Double-Tower-Connected Structure
89.	Analysis Of The Influence On Multi-storey Structures Exerted By Adjacent High-rise Structures Based On Soil Deformation
90.	The Influence Of Infilled Walls On The Design And Aseismic Performance Of The Isolated System Of The Elastic-plastic RC Frame
91.	Research On Equal Section Multi-Span Continuous Beam Bridge Seismic Isolation Technology
92.	Study On Seismic Performance Of C-C Cold-formed Steel Frame
93.	Seismic Effect Analysis Of Masonry Building With Concrete Frame-shear Wall Structure Considering Seismic Action In Two Directions Simultaneously
94.	Failure Mode Study Of Frame-shear Wall Structure Subject To Strong Earthquake Loads
95.	Study About The Torsion Effect Of Frame-shear Structure With Irregular Plane
96.	Dynamic Time-History Analysis Of The Tube Structure Considering Bending-Torsion Coupling
97.	Study On Design Parameters Of Collapse-proof Restrict Device For Railway Simply Supported Bridge In High Earthquake Intensity Area
98.	Study On Seismic Response And Anti-seismic Optimization Measures Of Tianjin Metro Shield Tunnel Structure
99.	Seismic Response Analysis Of Dissipative Damping Structure Based On CANNY Program
100.	The Seismic Response Analysis Of Long-Span Cable-Stayed Bridge
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