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Keyword [Bearingcapacity]
Result: 41 - 60 | Page: 3 of 6
41.
Analysis Of Finite Element About Compacting Effect Of Piles By Considering Dynamic Penetration Process
42.
Analysis Of The Composite Joints Of Situ Composite Space Truss
43.
Comparative Experiment Study Of The Three Structural Materials Metal-Plate Connection And Mechanical Model Building
44.
Research On Spatial Theory Of Stabilizing Micropile Groups In Slope Engineering
45.
Embedded On Prestressed Carbon Fiber Reinforced Application In The Study Of T Section Girder Bridge Reinforcement
46.
Axial Compressive Test Of Columns With Multibarrel Tube-confined High Performance Concrete
47.
Coppoded Reinforced Concrete Beam Residual Bearing Capacitlcr Test And Theory Research
48.
Experimental And Simulation Analysis Of Brick Walls’ Failure Modes
49.
Experimental Studies And Simulation Analysis On Dynamic Response And Residual Strength Of H-shaped Steel Member Under Lateral Impact
50.
Static And Dynamic Performance Research Of Bar-reinforced Concrete Filled Steel Tubular Component
51.
Simplified Calculation Calculation Of Bearing Capacity And Nonlinear Finite Element Analysis Of Shaped Steel Reinforced Concrete Short-Leg Shear Wall
52.
Non-linear Analysis Of Static Behavior Of K-joints In Steel Pipe Truss Structures With Different Section Forms By Finite Element Method
53.
Analysis Of Molding Mechanism And Bearing Capacity Of Soil Compaction Pile
54.
The Influence Of Initial Stress For Ultimate Bearing Capacity Of The Skeleton Of Concrete Structures
55.
Design Of The Long-Shotr-Pile Composite Foundation’s Bearing Capacity And Settlement
56.
Research On Calculation Method Of Ultimate Bearing Capacity Of Circular CFST Truss Joints
57.
Experimental Investigation On Anchorage Zone Capacity Of Post-tensioned Reactive Powder Concrete
58.
Study On The Flexural Performance Of Connection Component By Using Partial Steel Tube
59.
Research On Joint’ Mechanical Behavior Of The Disk Lock Steel Tubular Scaffold
60.
Numerical Analysis Of The Impact Erectin Parameters On Overall Stress Of Coupler Steel Tube Falsework
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