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Result: 181 - 200 | Page: 10 of 10
181. Seismic Control Behavior Of A New Ring Spring-SMA Cables Re-centering Damper
182. Realization And Research Of Real-time Image Detection In Corneal Topograph
183. Study On The Re-centering Behavior Of Unsymmetrical Hybrid Connections By Key Parameters Of Prestressed Steels
184. Static And Dynamic Analysis Of Seismic Behavior Of Self-Centering Energy Dissipative Rocking Reinforced Concrete Frame Structure Based On Incremental Loading
185. Experimental Study And Analysis Of Seismic Performance Parameters On A New Self-centering Variable Friction Energy Dissipation Brace
186. Study On The Cyclic Behavior Of The Buckling Restrained SMA Damper And Seismic Analysis Of Braced Frames
187. Novel Devices For Seismic Resistance And Resilience Of Structures
188. A Study In Adjustment Technology And Test Method Of High Precision Star Sensor Optical System
189. Research And Improvement On Seismic Performance Of Integral Assembled Self-Centering Pier
190. Comparison And Analysis Of Seismic Performance Of New Self-Centering Piers And Traditional Self-centering Piers
191. Research On Seismic Performance Of The Self-centering Segmental Hollow Piers
192. The Study Of The Seismic Performance Of The Self-centering Pier With SMA Bars
193. Seismic Performance Of Double Column Bridge Bents With Buckling Restrained Brace
194. Research On Automatic Focus And Centering System Of Small Lens Based On Image Processing
195. Experimental Study On Multi-layer Self-centering Steel Frame Structure System Using Energy Dissipation Of A Perforated Steel Plate Shear
196. Energy-based Seismic Design Method Of Self-centering Concentrically Braced Steel Frame Structures Under Near-fault Earthquake
197. Reserch On Seismic Performance Of New Type Crimping Pec Column-steel Beam Composite Frame With Partial Self-centering Brs Energy-dissipating Connection
198. Research On Seismic Performance Of PEC Column-steel Beam Composite Frame With Friction Damped Self-centering Connection
199. Performance-Based Seismic Design Method Of Self-centering Braced Ductile Shear Panel Steel Frame Structure
200. Study On Seismic Behavior Of The Frame Consisting Of PEC Columns (Weak Axis) And Steel Beams With Post-tensioned Friction Damped Connection
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