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Keyword [steel frames]
Result: 181 - 200 | Page: 10 of 10
181. Study On The Mechanical Properties Of The Improved Beam-Column Assemble Connection
182. Study On Seismic Behavior And Panel Zone Shear Deformation Effection Of Box Joint Region For Steel Frames With I-section Column
183. Research On Mechanical Performance Of Structure With Buckling Restrained Braces
184. Second-order Analysis Design Method For Flush End-plate Semi-rigid Connection Steel Frames
185. Behavior Of Steel Double-Channel Built-Up Chords Of Special Staggered Truss Steel Frames Structure Under Reversed Cyclic Bending
186. Optimization And Control Of Failure Modes Of Steel Frames With Rocking Truss And BRBs
187. Investigation On Seicmic Performance Of Steel Frames With Additional Stiffness Buckling-Restrained Braces
188. Structure Seismic Vibration Analysis Of A You Zhi Chang Steel Frame Plant In Dalian
189. Seismic Behavior And Design Method Of The New Connections For Steel Frames
190. Seismic Behavior Of Steel Frames With Novel Types Of Unbonded Steel Brace Encased In Panel
191. Research On Numerical Simulation Technology And Design Method Of Buckling-restrained Braced Steel Frames
192. Analysis Of Near-Fault Earthquake Action And Seismic Behavior Of V-Eccentrically Braced Steel Frames
193. Seismic Performance Research Of Linked Column Braced Steel Frames
194. Research On Hysteretic Behavior Of Replaceable Links For D-Type Eccentrically Braced Steel Frames
195. Analysis Of Effects Of Near-Field Ground Motion On Structures And Seismic Response Of Moment Resisting Steel Frames
196. Research On Structural Behavior Of Newly Developed Connection Joint Between Light Steel Keel Exterior Wall And Steel Frame
197. The Force Performance Analysis Of K—type Eccentrically Braced Frames Structure Combined With Dissimilar Steel
198. Investigation On Several Problems Of Progressive Collapse Analysis Of Steel Frame Structures
199. Seismic Performance Of Buckling Restrained Braced Steel Frames Considering Connection
200. Research On Hysteretic Performance Of Concentrically Braced Steel Frame Filled With Core Steel Frame
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