form-finding - Globe Thesis

Keyword [form-finding] Result: 161 - 179 \| Page: 9 of 9
161.	Deformation Analysis And Optimization Design Of The Airship Cable-Membrane Structure
162.	Study On The Analysis And Optimization Of Ellipsoid Hybrid Form Cable Dome Structure
163.	Research On Parametric Design For The Form Of Free-Form Surface Architecture Based On Projective Cast
164.	Research On Form Generation Of Architectural Curved Surface Based On Structural Performance
165.	Parametric Form-finding Method For Bending-Active Structure Based On Kangaroo "Particle-spring System"
166.	Research On Form Finding And Shape-state Optimization Of Monolayer Spoke Cable Net Structure
167.	Nonlinear Analysis Of Failure Behavior Of Longspan Two-Way Beam String Subjected To Strong Earthquake Under Cable Corrosion
168.	Performance Analysis And Key Technology Research Of Spoke Type Double Cable Truss
169.	Researches On The Progressive Collapse Resistance Of Spoke Cfrp Layer Cable Structures
170.	Cooperative Analysis Of Double-Layer Vehicle Radial Tension Structure
171.	Detailed Construction Analysis And Cable Clamp Anti-sliding Performance Research Of Internal-compression-ring Cable-bearing Grid Structure
172.	Form-Finding Of Tensegrity Structures Based On The Force Density Method
173.	Research On Inflatable Membrane Ice Shell Parametric Design Based On Structural Morphology
174.	Form-finding And Wrinkles Characteristics Analysis Of Planar Membrane Structures
175.	Profile Design Of Cable-mesh Deployable Antenna In Thermal Environment
176.	Reserach On Multi-flexible Body Modeling And Dynamic Characteristics Of High-speed Pantograph-catenary System Based On The Absolute Nodal Coordinate Formulation
177.	Mechanical Properties Analysis And Research Of Large Span Self-anchored Suspension Bridges With Steel Box Girders
178.	Research On Static And Dynamic Characteristics And Human-induced Vibration Of Pedestrian Suspension Bridge In Scenic Spots
179.	Research On The Method Of Form-Finding And Complete Rigid Connection Of Steel Truss Stiffening Beams Of Large-Span Suspension Bridges In Mountainous Areas
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