Modified Compression Field Theory - Globe Thesis

Keyword [Modified Compression Field Theory] Result: 21 - 40 \| Page: 2 of 3
21.	Analysis On The Shear Behavior Of High-strength Concrete Beams With High-strength Stirrups
22.	Study On Shear Behavior Of Coupling Beams And Shear Wall Of Steel Fiber Concrete Based On The Modified Compression Field Theory
23.	Experimental Study And Design Method On Shear Strength Of Partial Prefabricated Steel Reinforced Concrete Members
24.	Study On Shear Mechanism And Probabilistic Shear Strength Model Of Corroded Reinforced Concrete Beams
25.	Research On The Shear Behavior Of Interior Joints With High-Strength Lightweight Reinforced Concrete
26.	Investigation On Shear Behavior Of Ultra High Toughness Cementitious Composites Applied In RC Beam
27.	Shear Strength Study For Reinforced Concrete Beams With Web Reinforcements Against Size Effect
28.	Experimental Study On Shear Behavior Of High Ductile Concrete Beam With Stirrups
29.	Study On Shear Behavior Of High Strength Reinforced Concrete Beams Based On Modified Compression Field Theory
30.	Shear Bearing Capacity Of Steel Fiber High-strength Concrete Low-rise Shear Wall
31.	Experimental Study On Shear Performance And Design Methods Of Partial Prefabricated Steel Reinforced Concrete(PPSRC) Hollow Beams
32.	Research On Seismic Behavior Of The Assembly Beam-column Connections With Rebars Spliced By Pressed Sleeves
33.	In-plane Shear Analysis Of Reinforced Concrete Walls Based On Modified Compression Field Theory
34.	Experimental Study On Shear Behavior Of Reinforced Concrete Beams Strengthened With High Ductile Concrete
35.	Study On Calculation Method Of Shear Capacity Of Recycled Concrete Beam Based On Modified Compression Field Theory
36.	Theoretical And Finite Element Analysis On Shear Capacity Of BFRP Bars Recycled Aggregate Concrete Beams Without Stirrups
37.	Research On Top-down Design Method Of Joints In Precast Concrete Frame Structures
38.	Damage Assessment Method Of Structure With Fiber Element And Program Implementation
39.	Seismic Performance Of New Precast Concrete Short Pier Wall Joint
40.	Research On The Shear Behavior Of The UHPC Beams With Small Shear Span To Depth Ratios
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