Font Size: a A A
Keyword [flexural behavior]
Result: 161 - 180 | Page: 9 of 10
161. Numerical Investigation On The Longitudinal Flexural Behavior Of The Two-span Box Metro Tunnel
162. Experimental Study On Flexural Behavior Of Durafiber Natural Lightweight Aggregate Concrete Beams
163. Study Of Short-time Flexural Behavior For Glulam String Beams In Different Prestressed State
164. Experimental Research On The Flexural Behavior Of Concrete Slabs With Tailing Sand
165. Experimental Study On Flexural Behavior Of Steel-Concrete Composite Beam With Precast Ribbed Panel
166. Experimental Study And Theoreticl Analysis On Flexural Behavior Of Sea Water And Sea Sand Concrete Beam Reinforced With FRP Bars
167. Research On The Short-term Flexural Stiffness And Deflection Behavior Of GFRP-reinforced Concrete Beams
168. Study On Flexural Performance Of RC Beams Strengthened With Prestressed BFRP Sheets
169. Ductility Study Of Prestresssed Steel Reinforced Ultra-High-Strength Concrete Beams
170. Reliability Analysis Of Flexural Behavior Of FRC Beams
171. Experimental Study On Flexural Behavior Of RC Beams Strengthened With Near-surface Mounted FRP Under Different Damages
172. Experimental Study On Flexural Behavior Of Desert Sand Concrete Beams
173. Experimental Research On Flexural Behavior Of Reinforced Concrete Iron Tailings
174. Experiment Study On Static And Impact Flexural Behavior Of Fiber Reinforced Cement
175. Experimental Study And Analysis On The Flexural Behavior Of Concrete Box Girder Oriented To Double-deck Traffic
176. Experimental Study Of Flexural Behavior Of Fiberreinforced Airgel Insulation Board-reinforced Concrete Beam
177. Parametric Numerical Simulation Study On Flexural Behavior Of Steel Beams Reinforced By CFRP Plates
178. The Research On Application Of Vertical Reinforcement Technique In Slope Engineering
179. Experimental Study On Flexural Behavior Of RC Beams Strengthened With BFRP
180. Analysis Of Flexural Performance Concrete Beam Reinforced With Skin Rebars
  <<First  <Prev  Next>  Last>>  Jump to