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Keyword [high-strength]
Result: 181 - 200 | Page: 10 of 10
181. Experimental Study On 550MPa High Strength Cold-formed Thin-walled Steel Wall Studs Under Axial Compression
182. Experimental Study And Direct Strength Method Design Of 550MPa High Strength Cold-Formed Steel Continuous Hat Section Purlins
183. Direct Strength Method Study On High Strength Cold-Formed Steel Squared Axial Compression Columns With Stiffened Elements
184. Experimental And Theoretical Study On Distortional Buckling Of High Strength Cold-formed Steel Lipped Channel Columns Under Axial Compression
185. Experimental And Theoretical Study On Bending Bearing Behavior Of 550MPa High Strength Cold-Formed Steel Purlins
186. Test And Finite Element Nonlinear Analysis Of 550MPa Axial Compression Members Of High Strength Cold-Formed Steel
187. Mix Design And Performance Study Of High-strength Lightweight Aggregate Concrete
188. Experimental Study On Strength And Toughness Characteristics Of Steel-Synthetic Fiber Reinforced Concrete
189. Experimental Study On Steel Fiber High-Strength Concrete Slab Subjected To Puching Shear
190. Nonlinear Finite Element Analysis On High-Strength Reinforced Concrete Beam
191. Experimental Research On Regional Confined High-strength Concrete Short Columns Under Axial Load
192. Finite Element Analysis For Mechanical Property Of High-strength Bolt Connection In High Temperature
193. Study On The Mechanicial Properties Of Recycled Aggregtes High Strengh Concrete
194. Comparative Study On High Strain Dynamic And Vertical Static Load Testing Of Bearing Capacity Of High-Strength Prestressed Concrete Pipe Piles
195. Research Of Mechanics Capability On Steel Reinforced High-Strength Concrete Column
196. Study On Performance Of Steel-encased High Strength Concrete Composite Beams
197. Study On Limited Value Of Axial Compression Ratio Of Steel Reinforced High Strength Concrete Column
198. Experimental Study On Proper Ratio Of Steel Skeleton Of Steel Reinforced High-Strength Concrete Columns
199. Study On Effect Of Stirrup Ratio On Steel Reinforced High-strength Concrete When Shear-Span Ratio Is 5
200. Experimental Research On The Effects Of Loading Performance About SRHC Column With Different Stirrup Ratio And λ=3 On The Repeatedly Horizontal Load
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