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Keyword [Strut and Tie Model]
Result: 21 - 40 | Page: 2 of 5
21.
Research On Seismic Performance And Design Method Of FRC Diagonally Reinforced Coupling Beams And Coupled Shear Walls
22.
Multi-Scale Analysis Method Of Force Flow Transfer And Crack Propagation In Concrete Structures
23.
Study On The Behavior Of Prestresseed Steel Truss Reinforced Concrete Deep Beam
24.
Reinforcement Optimization Of Simply Supported Deep Beams With Openings
25.
Experimental Investigation And Finite Element Analysis Of RC Simply Supported Deep Beam
26.
Simplified Calculation Calculation Of Bearing Capacity And Nonlinear Finite Element Analysis Of Shaped Steel Reinforced Concrete Short-Leg Shear Wall
27.
Research On Design Method Of Concrete Component Based On Strut-and-Tie Model
28.
Research On Reinforced Concrete D-regions Components
29.
Mechanical Properties Study On The Top Flange And Diaphragms Of Long Cantilever Box Girder Bridge
30.
D Area Of ​​reinforced Concrete Members Based STMs And Shear Behavior Of Disturbed Stress Field Theory
31.
The Research On Shear Behavior Of Reinforced Ultra High Performance Concrete Short Beam
32.
Experimental Research And Theoretical Analysis Method On Shear Capacity Of PVA-FRC Diagonally Reinforced Coupling Beams Of Small Span-to-depth Ratio
33.
Experimental Research On Small Span-to-Depth Ratio Coupling Beams With PVA Fiber Reinforced Concrete
34.
Study On Shear Behavior Of Reinforced Concrete Deep Beams Based On OpenSEES
35.
Research On Strut-and-tie Model And Reinforcement Design On Spiral Structure Of Hydrostation
36.
Study On Punching Shear Behavior Of Pile Caps Under CFST Columns
37.
Experimental Study On Shear Behavior Of Pre-cracked RC Short Beams Mixed Strengthened With BFRP
38.
Theoretical And Finite Element Analysis On Shear Capacity Of Bfrp-reinforced Recycled Aggregate Concrete Deep Beams Without Stirrups
39.
Study On The Suitability Of Strut-and-tie Model For Btidge Piers And Its Application Range
40.
The Research Of Shear Bearing Capacity Of Reinforced Concrete Deep Beam Based On The Softened Strut-and-Tie Model
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