Full-Scale Model - Globe Thesis

Keyword [Full-Scale Model] Result: 21 - 40 \| Page: 2 of 4
21.	Study On Single Expansion Joint Bridge Applicable For Large Or Medium Bridge
22.	Seismic Performance Of Buckling-restrained Steel Plate Shear Wall With Inclined Slots And The Wall-frame Steel Strucutre
23.	Analysis Of Cable-stayed Bridge And Local Key Parts In Synchronous Construction Of Pylon And Beam
24.	Analysis Of Full-scale Model Test For Steel Anchor Beam-steel Corbel Composite Pylon Anchorage Structure
25.	Numerical Analysis On Orthotropic Steel Deck Fatigue Test Model
26.	Full-scale Model Failure Form Experiment And Analysis Of Masonry Walls
27.	Experimental And Analytical Study Of Seismic Performance Of Lightweight Masonry-infilled RC Frames
28.	Experimental Study On Static Behavior Of Y-type Cast Steel Joint In West Nanchang Railway Station
29.	Study On The Stability Of Widening Subgrade And The Additional Stress Of Pavement Structure Layer Under The Condition Of Differential Settlement
30.	Uplift Tests And Numerical Analysis On A Full-scale Pipe Segment In Lumpy Soft Clay Backfill
31.	Study On The Mechanical Behavior Of Anchorage Zone Of Long-Span Cable-stayed Bridge
32.	Study On Field Measurement And Full-scale Model Test On Dynamic Response Of High-speed Railway Subgrade
33.	Experimental Study Of Retrofitting Light-weight Masonry Infilled RC Frames Seriously Damaged By Earthquake With CFRP
34.	Full-scale Model Test Study On The Behavior Of Cable-beam Anchorage Zone With Tensile Anchor Plate Structure Of A Cable-stayed Bridge
35.	Experimental Study On The Static Performance Of Special-shaped Cast Steel Joints
36.	Experimental Study On Seismic Performance Of Prestressed Reinforced Masonry Buildings Full-scale Model
37.	Fatigue Life Evaluation Based On Hot Spot Strss Method Of Orthotropic Steel Deck
38.	Stiffness Research Of Concrete Hollow Floor With Small Spacing Steel Beam Based On The Numerical Simulation
39.	Study On Dynamic Characteristics Of Crts Ⅲ Slab Track-Subgrade Under Impact Load
40.	Eccentric Tension And Compression Hysteretic Behavior Research Of Circle Tubular Steel Members Based On Micromechanical Fracture Prediction Theory
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