Pseudo dynamic test - Globe Thesis

Keyword [Pseudo dynamic test] Result: 21 - 40 \| Page: 2 of 5
21.	Pseudo-Dynamic Substructure Testing Method For Structures
22.	Pseudo-Dynamic Experimental Research On Seismic Behaviors Of Steel Reinforced High Strength And High Performance Concrete Frame Structure
23.	Pseudo-dynamic Test Study On Seismic Behavior Of Large Turbo-generator Foundation
24.	Pseudo-dynamic Test And Analysis Of Prestressed Subassemblage Concrete Frame
25.	Pseudo-Dynamic And Pseudo-Dynamic Sub-Structure Test Of High Order Single Step Method
26.	Performance-based Seismic Analysis And Design Method Of High-rise Steel Staggered Truss Structure
27.	Pseudo-dynamic Testing And Nonlinear Seismic Response Analysis Of High-rise Staggered Truss Frame System
28.	Design Of 6m-Span Five-Center-Arc Steel Sptial Arch Truss Pesudo-Dynamic Test Model With 0.4 Span Ratio And Modeling Of Its Tesa Procedure
29.	Experimental Research On Seismic Behavior Of Full-scale Precast Shear Wall Substructure
30.	Research On Substructure Pseudo-dynamic Test Methods With Finite Element Software
31.	Research On Seismic Behavior Of Continuous Rigid Frame Concrete Bridge With High Piers And Long Spans
32.	Research And Application Of Substructure Method On Pseudo-Dynamic Test
33.	Failure-related Research, Based On The Pseudo-dynamic Model Tests Of Rc Frame Structures
34.	The Pseudo-dynamic Testing And Research Of RC Frames Strengthened With Y-eccentrically Brace
35.	Seismic Behavior Of Steel Frame With Expanded Flange Connections At The Beam End
36.	Study On Seismic Performance Experiment And Design Methods Of Steel Space Truss-umbrella Brace Air-cooled Condenser Structure System
37.	Research On Multi-dimensional Seismic Response And Performance-based Seismic Design Method Of Frame-bent Structure For Thermal Power Plant
38.	Study On The Pile-soil-aqueduct Interaction By Pseudo-dynamic Test And Computational Analysis
39.	Experimental Research On Seismic Behavior Of Continuous Rigid Frame Concrete Bridge With High Pier And Long Span
40.	Seismic Behavior Of Concrete Filled Tubular Column-steel Beam Composite Frames With Braces
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