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Keyword [failure criterion]
Result: 181 - 200 | Page: 10 of 10
181. Collapse Analysis Of Reinforced Concrete Shear Wall Structure Based On Finite Element Method
182. Upper Bound Analysis Of Safety Factor For Shield Tunnel Face Subjected To Nonlinear Failure Criterion
183. Effect Of Temperature And Humidity On Interlaminar Aging Characteristics Of Vehicle CFRP Plates
184. Research On Improvement Of Fracture Failure Criterion Of Body Adhesion
185. Research On Prediction And Failure Criterion Of Large Deformation Of Surrounding Rock In Long Highway Tunnel
186. Investigation On Fracture Failure Criterion Of Steel Material In Numerical Simulations For Ship Collision And Grounding Scenatios
187. Stressing State Analysis And Failure Criterion For Stainless Steel-concrete-steel Tubular Components
188. Numerical Simulation For Edge Impact Damage Of Composite T-type Stringer With Experimental Verification
189. Study On Fatigue Failure Judgement Basis Of Rib-to-deck Welded Joints In Steel Bridge Deck Based On Fracture Mechanics
190. The In-plane Failure Critreion Of Steel-concrete-steel Composite Structure
191. Experimental Study On Mechanical Behavior Of Shanghai 4th Clay Under Three-dimentional Stress Conditions
192. Progressive Damage Analysis And Experimental Study Of 2D Woven Composites
193. Research On Modulus And Strength Features Of Asphalt Mixture Under Different Stress States
194. Experimental Study On Seismic Collapse-resistance Performance And Failure Mechanism Of Rc Frame Columns
195. Damage Prediction Of High-piled Wharf Under Ship Impact Force
196. Research On Failure Criterion And Analysis On Stability Of Complex Slope Based On Strength Reduction Method
197. Study On Dynamic Failure Criterion Of Single-layer Reticulated Dome Based On Weighted Strain Energy Density
198. Research On Capacity Of Bolted Hub Joints Of Single-layer Latticed Shell With Rectangular Stainless Steel Tubes
199. Research On The Failure Mechanism Of Earth-cut Hole Based On Limit State Analysis
200. Research On The Section Design Criteria Of A 100-meter Cemented Sand-gravel Dam
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