quasi-static tests - Globe Thesis

Keyword [quasi-static tests] Result: 1 - 19 \| Page: 1 of 1
1.	Research On The Seismic Deformation Capacity Of RC Bridge Columns
2.	The Experimental Studies On The Antiseismic Behavior Of Short-Shear Wall Which Adopts Prestressed Concrete And Shape Steel Concrete
3.	Experimental Study On Seismic Performance Of Superimposed Wall Plane And Nonlinear Finite Element Analysis
4.	Experimental Research On Friction Sliding Isolation Technology For Masonry Structures In Rural Regions
5.	Analysis And Experimental Research On A New Type Of Pre-pressed Disc Springs Self-centering Energy Dissipation Brace
6.	Experiment And Numerical Analysis On Seismic Performance Of Confined Masonry Structures
7.	The Inter-collision Test Device And Research On Its Absorption Characteristic
8.	Experimental Study On Seismic Performance And Design Method Of Pre-cast Shear Walls With Vertical Joints
9.	Theoretical And Experimental Research On Subway Station Structure By Expansion Of Parallel Shield Tunnels
10.	Seismic Performance Of Reinforced Concrete Columns Confined With Two Layers Of Stirrups
11.	Study On Seismic Behavior Of Replaceable Steel Truss Composite Coupling Beams With Buckling Constrained Elements
12.	Experimental Study On Seismic Behavior Of Bundle Connected Precast Concrete Shear Wall Structures
13.	Seismic Performance Of Steel Bar Restrainer And Its Application Research In Continuous Girder Bridge
14.	Research On Seismic Behavior Of RC Frame Structure With Fabricated Recycled Concrete Block Infill Wall
15.	Study On Seismic Behavior Of Buckling Restrained Shear Panel Dampers Under Multi-directional Loading State
16.	Experimental Study On Seismic Behavior Of Precast Reinforced Concrete Shear Walls With Reinforcement Spliced By Grout-filled Sleeves
17.	Research On The Seismic Performance Of Precast Concrete Frame Joint With Replaceable Energy Dissipation Connector
18.	Experimental Study On Seismic Behavior Of High Ductile Hybrid Fiber Reinforced Concrete Cross-shaped Short Columns
19.	Study On Seismic Behavior Of New K-Eccentrically Braced Steel Frames With Shear Yielding Links
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