displacement angle - Globe Thesis

Keyword [displacement angle] Result: 61 - 80 \| Page: 4 of 5
61.	The Finite Element Analysis On Pseudo-static Testing Of Bricking-up Aseismic Wall
62.	Seismic Performance Analysis Of Spatially Intersecting Staggered Shear Wall Structures
63.	Seismic Performance Analysis Of Frame Supported Shear Wall Structure With High Beam Transfer
64.	Study On Seismic Behavior Of Plane Irregular Frame Shear Wall Structures
65.	Anti-seismic Property Analysis Of "Z" Shape High-rise Building With Irregular Plane Based On The Scheme Without Seismic Joint
66.	Nonlinear Analysis Of Reinforced Concrete Frame Structures With Buckling Restrained Braces
67.	Effect Of Local Reinforcement On Overall Performance Of RC Frame Structure
68.	Seismic Performance Of High-rise Double Tower Structure With Irregular Large Chassisand Energy Dissipation Analysis
69.	Performance-based Seismic Design Method For Assembled Monolithic Reinforced Concrete Frame Structure
70.	Seismic Analysis Of The Less Wall Frame Structure System Of Primary And Middle School Teaching Buildings In High Intensity Area
71.	Experimental Study On Seismic Behavior Of Fabricated Special-shaped Column Joints
72.	Seismic Analysis Of Gymnasium Building Based On Moderate Earthquake Performance Design
73.	Research On Damping Performance And Application Of The Constrained U-shape Soft Steel Damper
74.	Shaking Table Test And Finite Element Analysis Of GFRP Reinforced Concrete Frame Structure
75.	Study On Seismic Response Characteristics And Design Method Of Subway Station With Attached Ground Structure Or Sunken Plaza
76.	Multi-objective Equivalent Static Wind Load Of Displacement And Interstory Displacement Angle Of High-rise Building
77.	Research On Optimization Of Viscous Dampers In Concrete Frame Structures
78.	Seismic Performance Of High-rise Building Based On Earthquake Response Records
79.	Effect Of Residual Displacement On Damage Accumulation Of RC Frame Structure Based On Improved Ebrahimian Damage Model
80.	The Analysis Of Calculation Method Based On The Inter-story Displacement Angle For Shear Bearing Capacity Of Unreinforced Brick Wall Strengthened By CFRP
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