pier - Globe Thesis - Globe Thesis

Keyword [pier] Result: 1 - 20 \| Page: 1 of 10
1.	Study On Theory And Experimental Seismic Performance Of Short Pier RC Shear Walls And Core Walls With Concealed Bracings
2.	Research On The Inlet Hydraulic Characteristics Of Urban Drainage Pumping Stations
3.	Vibration Theory And Nonlinear Analysis On Bridge Subjected To Moving Load
4.	Numerical Analysis And Simplified Analytical Methods For The Interaction Between Pile-supported Pier And Bank Slope
5.	Study On Design Parameters Affecting The Seismic Response Of Curved Continuous Rigid Frame Bridges With Long-span And High-pier
6.	Stability Analysis Of Long-span Curve Rigid Frame Bridge With High Piers In Whole Stage
7.	Some Problems Of Shock Wave And Contraction Type Energy Dissipators
8.	Nonlinear Damage Analysis Of Reinforced Concrete Short-pier Shear Wall Structures
9.	Simulation On Coupled 3D-Vibration Model Of Railway Bridges And Condition Assessment Of Piers And Abutment
10.	Research On Static-Dynamic Mechanical Behaviors Of Pier Pile Under Vertical Load
11.	Numerical Evaluation And Experimental Study Of Seismic Performance For Reinforced Concrete Bridge Piers
12.	Research On Longitudinal Force Cumputation Theory And Experiment Of Welded Turnout On Bridge
13.	Research On Urban Viaduct Seismic Behaviors In Perforcemance-Based Seismic Design Theory
14.	The Research On Analysis Method And Load Mechanics For High Pile-column Bridge Pier Structural System
15.	Study On Dynamic Characteristics Of High-Speed Maglev Guideway Considering Pier Vibration
16.	Researches On Ice-induced Pier Vibration And Compound Identification Of Pier Structures
17.	Nonlinear Stability And Realiability Of Concrete Filled Tube
18.	Study On The Mechanical Behaviors Of Long-Span Prestressed Concrete V-Shape Rigid Frame Composite Arch Bridge
19.	Static And Dynamic Response Analysis Of Pier And Pile Foundation Under Lateral Loading
20.	Research On The Aerodynamic Interference Effects Of Twin Deck Continuous Rigid Frame Bridges With High-pier And Long-span
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