Concrete-filled steel tube(CFST) - Globe Thesis

Keyword [Concrete-filled steel tube(CFST)] Result: 81 - 99 \| Page: 5 of 5
81.	Experimental Investigation Of Post-fire Bond-slip Performances Of Interface For Concrete-filled Steel Tubular Columns
82.	Static Behavior Research On Key Joints Of 750kV Concrete Filled Steel Tube Substation Truss Structures
83.	Study On Mechanical Properties Of Frame-Shear Wall Structure With Its Shear Wall And Column Connected By CFST Keys
84.	Performance Of Concrete-Filled Steel Tubular (CFST) Members Subjected To Combined Compression (Tension)-Bending And Chloride Corrosion
85.	Mechanical Simulation Analysis Of Assembled Concrete-filled Steel Tubular Beam Column Joints
86.	Axial Compression And Stability Performance Of H-type Honeycombed Column With Concrete-filled Steel Tube Flanges (STHCC)
87.	Research On Mechanical Behavior Of Dumbbell-Shaped Concrete-Filled Steel Tubular Under Combined Compression And Torsion
88.	Dispersion Characteristics Of Piezoelectric Guided Waves In Concrete Filled Steel Tubular Members
89.	Axial Compression Behavior Of Circular CFST Columns Through Direct Measurement Of Load Components
90.	Mechanical Behavior Of Rectangular CFST Columns Under Biaxial Compression-Bending Loading Conditions
91.	Research On Seismic Behavior And Damage Evaluation Of CFST Diagrid Structure System
92.	Study On Residual Bearing Capacity And Damage Of Concrete-Filled Circular Steel Tube Columns Under Lateral Impact
93.	Performance Of Axially Loaded CFST Stub Columns With Inner Spiral Stirrup
94.	Study On The Mechanical Behavior Of Ultra-high Performance Concrete Filled High Strength Steel Tubular Short Columns Under Axial Compression Loads
95.	Study On Shearing Performance Of Thin-Walled Square Concrete-Filled Steel Tube(CFST) Columns With Diagonal Binding Ribs
96.	Study On Seismic Behavior Of CFST Members With Initial Concrete Imperfection Under Compression-bending-torsion Combined Load
97.	Axial Compressive Behavior Of CFST Columns Confined With FRP Strips
98.	Study On The Seismic Behavior And Design Method Of Composite High Pier With Concrete-filled Steel Tube (CFST) And Soft Steel Energy Dissipating (SSED) Components
99.	Study On Stiffness Degradation Of CFST Arch Bridge Under Earthquake
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