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Keyword [Exposed]
Result: 161 - 180 | Page: 9 of 10
161. Macroscopic And Microscopic Study On Bonding Performance Of GFRP Bar Exposed To Alkaline Environment
162. Durability Of GFRP-concrete Bond Property Exposed To Sulfate Environment
163. Detection And Analysis Method Of Exposed Rock Mass Structure And Its Application In Tunnel Engineering
164. Research Of Performance Of Steel-concrete Continuous Composite Girder Exposed To Tank Fire
165. Structural Behavior Of The New Assembled Waffle Slab System Exposed To Fire
166. Study On The Seismic Damage Characteristics Of Suspended Ceilings Of Exposed Runners And Mineral Wool Boards
167. Research On Sesimic Behavior And Moment-rotation Relations Of Exposed Column Base Connection With Four Bolts Subjected To Minor-axial Bending Moments
168. Experiment Study On Fracture Behaviors Of Concrete Exposed To Different Sulfate Enviorments
169. Seismic Behavior Of CFDST Columns After Being Exposed To Fire
170. Experimental Study On The Fire Resistance Of CLT Floor Exposed To Different Fire Curves
171. Durability Study And Theoretial Analysis On Concrete Beams Reinforced With BFRP With Steel Bars Exposed To Marine Environments
172. Study Of Anti-seismic Performance Of Low-layer And Multi-layer Regular Steel Frame Of Exposed Steel Column Foot
173. Experimental Study On Green Covering Of Exposed Rock Slope
174. Study On Seismic Performance Of Reinforced Concrete Cylindrical Pier Exposed To Chloride Ion
175. Shear Behavior Of Anchor Bolt Connections In Exposed Steel Column Base
176. Study On Cavitation Erosion Mechanism Of Curved Specimen Surface Exposed To High-pressure Submerged Waterjet
177. Bearing Capacity Analysis Of Expansive Polystyrene Granule Cement(EPSC) Latticed Concrete Wall Exposed To Fire Form One Side
178. Experimental Study On Uniaxial Tension Performance Of Steel Fiber Reinforced Mortar Exposed To Elevated Temperatures
179. Finite element simulations of exposed column base plate connections subjected to axial compression and flexure
180. Capacity reduction and fireload factors for LRFD of steel members exposed to fire
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