seismic design method - Globe Thesis

Keyword [seismic design method] Result: 181 - 200 \| Page: 10 of 10
181.	Seismic Design Method Of RC Frame Structure Based On Behavior Level
182.	Analysis Of Mechanism And Vibration Control Effect Of Cam-type Response Amplification Device With Friction Damper
183.	Seismic Performance And Design Method Of Masonry Cultural Relic Buildings Strengthened With Self Reset Light Steel Frame
184.	Study On Seismic Mitigation Of Large-span Terminal Structure Based On Friction-damped Self-centering Tension Braces
185.	Seismic Design Method For Component Level Of High-rise Primary-secondary Structures Based On Prefabricated Joints Under Rare Earthquake
186.	Seismic Response Analysis Of Utility Tunnel Under Rayleigh Waves
187.	The Seismic Design Method Of Bolt-welded Hybrid Weakened Connections Of Box-beam To Box-column
188.	Seismic Design Method Of Multiple Structures Based On Gradient Function
189.	Energy Consumption Mechanism And Design Method Of Prefabricated Steel Frame Pier With Energy Dissipation Shell Plates
190.	Seismic Design Method Of Segmental Precast Post-tensioned Piers
191.	Progressive Seismic Failure Mode And Seismic Design Method For High-rise Structurs
192.	Mechanical Performance Of Hexagonal CFST Column Base Under Biaxial Compression-Bending Load
193.	The Study On Mechanical Properties And Design Method Of Aluminum Alloy Single-Layer Reticulated Shell Based On Flower-Gusset Composite Joint
194.	Study On Seismic Behavior Of Multi-storey Cold-formed Thin-walled Steel Structures Supported By Frames
195.	Damage Analysis And Seismic Design Method Of Assembly CFDST Frames With Metallic Dampers
196.	Study On Mechanical Performance And Seismic Design Method Of New Type Replaceable Connections In Prefabricated Frame Structures
197.	Study On Seismic Performance And Mechanism Of Precast Shear Wall With Vertical Energy-dissipating Connection
198.	Research On Seismic And Resiliency Performance Of Precast Segmented Self-centring Concrete Filled Steel Tube Bridge Column
199.	Study On The Influence Coefficient And Displacement Amplification Factor Of Y-Typed Eccentrically Braced Combined With High Strength Steel Structure
200.	Research On Seismic Design Method Of Masonry Structure Under Rotating Mode
<<First <Prev Next> Last>> Jump to