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Keyword [Tie model]
Result: 61 - 80 | Page: 4 of 7
61.
Static And Dynamic Analyses And Aseismic Design Of A Long Span Continuous Rigid-Framed Bridge Based On Chinese Railway Codes And Eurocodes
62.
Shear Analysis Of Reinforced Concrete Corbel Based On The Strut-And-Tie Model
63.
The Calculations Of Strut And Tie Models In Deepbeams With Openings Under The Moving Load
64.
Research On General Aviation Operation Risk Management Based On Bow-tie Model
65.
Behavior And Bearing Capacity Of Steel Fiber Reinforced High-strength Concrete Shear Walls
66.
The Research Of Aviation Safety Reporting Information Analysis Based On Semantic Network Methods
67.
Experimental Study On Shear Behavior Of Steel Ductile Fibler Reinforced Concrete Short Beams And Onlinear Finite Element Analysis
68.
Research On Design Method Of High Strength Concrete Spatial Joints
69.
Seismic Performance Experiment Research And Analysis Of Self-insulating Structural Wall With Inner Frame
70.
Elastic And Elasto-Plastic Design Theory And Analysis Method For Typical Disturbed Regions In Concrete Bridges
71.
Research On Mechanical Behavior,Performance Improvement And Calculation Method Of Plastic Hinge Zone In The Precast Concrete Shear Walls
72.
Research On Static Behaviour And Design Approach For PC Pylon Anchorage Zone Of Cable-stayed Bridge
73.
Risk Assessment And Control Of Biomass Gasification Accidents
74.
Shear Behavior Of Reinforced Concrete Beams Strengthened By Prestressed Steel Wire Ropes Embedded In Polyurethane Cement Composite(PSWR-PUC)
75.
Study Of Shear Mechanisms And Strength Of Concrete Deep Beams Based On Strut-and-tie Model
76.
Study On The Effectiveness Of Railway Product Quality Supervision
77.
Research On Reinforcement Design Of Mass Concrete Pile Cap Based On Strut And Tie Model
78.
The Local Analysis And Rational Design Of PC Continuous Rigid Frame Box Girder Based On Strut-and-Tie Model
79.
Research On The Influence Of Pilots Behavior And Psychological Factors On Aviation Safety
80.
Research On Mechanical Behavior Of The Compositely Reinforced Coupling Beams With Small Span-to-depth Ratio 1.5＜L/h≤2.5 Under Shear Wall Constraint
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