Coupling Beam - Globe Thesis

Keyword [Coupling Beam] Result: 21 - 40 \| Page: 2 of 10
21.	Mixed. Strip With Beam Nonlinear Finite Element Analysis Of Coupled Shear Wall Structure
22.	Research On Microlens Array-Based Optical Expanding And Coupling Beam Technology
23.	Experimental Study And Theoretical Analysis Of Improved Scheme On Coupling Beam Of Small Cross-height Ratio With Section Closed Stirrup
24.	Steel Hysteretic Damper And Its Application In Seismic Design Of High-rise Shear Wall Structure
25.	Experimental Analysis On Shear Performance Of Ultra High Toughness Cementitious Composites Members
26.	Concrete-filled Steel Plate Composite Coupling Beam And Its Application To Shear Wall Structures
27.	Study On Spatial Anti-Slide Structure Of Arc Interval Row Piles With Coupling Beam On The Pile Top
28.	Research On Seismic Performance And Design Method Of FRC Diagonally Reinforced Coupling Beams And Coupled Shear Walls
29.	The Earthquake Damage Control Of RC Frame-shear Wall Structures By Energy-Dissipative Coupling Beams
30.	The Seismic Capacity And Elastic-plastic Dynamic Time History Analysis Of The Frame-shear Wall Structure
31.	Experimental Study On Different Span-depth Ratio Steel Fiber Reinforced Concrete Coupling Beams
32.	Seismic Analysis Of Tall Bunding With Short-leg Shear Wall
33.	Research On The Performance Of L Form Short-shear Wall
34.	The Analysis On Coupled Shear-Wall With Construction Joints By The Method Of Finite Element
35.	Experimental Research On Seismic Behavior Of Small-Span-to-Depth-Ratio Dual Coupling Beams With HRB500Bar
36.	The Influence Of The Relation Of Coupling Beam And Wall Limb To The Seismic Behaviour Of Shear Wall Under Rare Earthquake
37.	Design And Seismic Analysis Of Metal Damper On Bisected R. C.Shear Wall Coupling Beam
38.	Seismic Performance Of RC Frame-Shear Wall Structure With SMA Re-centering Coupling Beams
39.	Study Of Reduction Coefficient Of Coupling Beam Stiffness
40.	The Study On Engineering Application Design Method Of Damper-reinforced Composite Coupling Beams
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