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Keyword [pseudo static test]
Result: 181 - 200 | Page: 10 of 10
181. Seismic Evaluation Of CFRP-retrofitted Earthquake-damaged Non-ductile RC Frames
182. Pseudo Static Model Test And Pushover Analysis Of Self-centering Controlled Rocking Steel-concrete Composite Pier
183. Experimental Study And Finite Element Analysis On Hysteretic Behavior Of Buckling Restrained Dog-Bone Steel Beams
184. Study On Seismic Behavior Of A New Type Of Independent Assembled Beam-to-Column Steel Joints
185. Experimental Study On Seismic Performance Of M-shaped Steel Composite Wall
186. Research On Seismic Behavior Of Precast Prestressed Concrete Frames With External Energy Dissipater
187. Experimental Research On The Seismic Performance Of The Bolted Joint In Layer Assembled Steel Frame
188. Research On Application Of Extruded Cement Panel Under A New Connection Method
189. Experimental Study On Zoning Technology And Seismic Performance Of Long Span Steel Frame Infill Walls
190. Study On The Pseudo-static Test Of A New Type Of Railway High Pier Model
191. Research On Seismic Behavior Of A New Type Of Precast Column With Intermediat Bolt Connection
192. Research On Seismic Performance Of Special-Shaped Concrete-Filled Steel Tubular Column To H-Shaped Steel Beam Frame
193. Seismic Performance Test And Analysis Of A New Series Self-centering Buckling Restrained Braces
194. Mechanical Performance Analysis Of Mixed Reinforced Shear Wall With Horizontal Slits At The Bottom
195. Study On Seismic Behavior Of Precast Confined High-strength Concrete Columns Under Various Axial-compression Ratios
196. Seismic Performance And Experimental Study Of Composite Coupling Beam With Fabricated Anti-buckling Steel Plate
197. Study On Seismic Performance Of Integrated Precast Shear Wall Filled With Ceramsite Concrete
198. Study On Influence Of Shape Optimization Of Steel Damper On Seismic Performance Of IRR Column
199. Experimental Study On Seismic Performance Of Prefabricated Replaceable Beam-column Connectors Using Double-sided Angle Steel
200. Experimental Study On Seismic Performance And Design Method Of New Prefabricated Column-to-column Connection Joints
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