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Keyword [strain model]
Result: 21 - 40 | Page: 2 of 5
21.
Study On The Long-term Settlement Of Overconsolidated Foundation In Soft Clay Area Induced By Traffic Loads
22.
Research On The Influence On Surrounding Buildings Induced By Tunneling And The Face Stability Of Large Shield-Driven Tunnel
23.
Study On The Vertical Dynamic Characteristics Of Single Pile With Cushion Cap
24.
Design And Research On Plane Strain Model Test Rig
25.
Design And Research On Hydraulic System Of Plane Strain Model Test Rig
26.
Experimental And Numerical Investigations On Concrete-filled Steel Tubular Stub Columns Under Axial Compression
27.
Compressive Behavior Of Concrete Confined By Both GFRP And Steel Wire Mesh
28.
Seismic Performance Of FRP-steel Composite Tube Confined RC Columns
29.
Axial Compression Mechanical Behavior Of Frp-steel Composite Tube Confined Concrete Stub Columns
30.
Experimental Study On Axial Compressive Behavior Of Large Scale RC Columns Confined By Pre-stressed CFRP Sheets
31.
Experimental Study On High-strength Concrete Restrained By CFRP Sheet Under Axial Loading
32.
The Inelastic Method To Analyze The Loading-carry Capacity And Deformation Of Bamboo(wood) Beam-columns
33.
Behavior And Ductility Of Reinforced Concrete Columns Confined With Stirrups
34.
Seismic Behavior Of Rc Beam To Partially Steel Tubed Concrete(PSTY)column Joints Under High Axial Load And Cyclic Loading
35.
Experimental Research Of Steel Fiber Reinforced Cement Based Composites Special-shaped Columns Under Axial Force
36.
Experimental Study On The Mechanical Properties Of ECC Circular Section Short Columns Confined By Stirrup
37.
Mechanical Behavior And Seismic Design Of RC Columns-Joints Confined With High-Strength Stirrups
38.
Study On The Coupled Vibration Of Large Diameter Pile And Non-homogeneous Soil
39.
Study On Vertical Dynamic Characteristics Of Single Pile With Cushion Cap Based On Fictitious Soil Pile Method
40.
Seismic Behavior Analysis Of Steel-Reinforced Concrete Composite Torsion Members Under Confined Concrete Stress-strain Model
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