Long-span - Globe Thesis

Keyword [Long-span] Result: 1 - 20 \| Page: 1 of 10
1.	Study On Wind-induced Dynamic Response And Wind Load Factor For Long-span Flat Roof Structures
2.	Assembled Finite Element Method For Spatial Analyses Of Long-Span Suspension Bridges
3.	Simulating The Max Wind Velocity In Duration Of 100 Years Through Utilizing A Period Of Real Wind Velocity Records & Bridge Buffeting Analysis On Time Domain
4.	Preliminary Design Study Of Long-Span Cable-Truss Bridge
5.	The Identification Of Flutter Derivatives For Long-span Bridges Applying The Forced Vibration Method
6.	3D Geometric Nonlinear Analysis Of Long-Span Suspension Bridge And Its Software Development
7.	Research Of Construction Control Of Concrete-Filled Steel Tubular Arch Bridge With Long Span
8.	Three-dimensional Nonlinear Analysis Of Long Span Concrete Filled Steel Tube Arch Bridge By The Method Of Laminated Element
9.	Wind-Resistant Study On Long Span Roof
10.	Theoretical Research And Shaking-Table Test On Vibration Control For Long-Span Bridges Using Shape Memory Alloys
11.	Seismic Response Analysis And MR Damper Control For Long-span Bridges Under Multi-support Excitations
12.	Construction Control Research Of Long-Span Concrete Filled Steel Tubular Arch Bridges
13.	Test And Analysis Of Compatibility Torsion In The Long-span P.C. Secondary Beams Floor System
14.	Analysis Of The Ultimate Load For Long Span Cable-Stayed Bridge With A Plate-Truss Composite Beam
15.	Study On Theory Of Using Magnetorheological Damper To Control Seismic Response For Long-span Bridge
16.	Research Of Calculation And Analysis Of PC Box Girder Structure With Long Span
17.	Nonlinear Analysis And Research Of Seismic Response Of Long-Span Concrete Filled Steel Tubular Arch Bridges
18.	Bearing Capacity And Construction Control Research Of Long-Span Concrete Filled Steel Tubular Arch Bridges
19.	Wind-Induced Response And Equivalent Static With Load Of Long-span Roofs: Theoretical Research And Application
20.	Parameter Analysis Of Adaptive Control In Structural Engineering And Its Application To Construction Control Of Long-Span Cable-Stayed Bridges
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