Folder 1
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Contains 822 Results:
Notes: Commentary on test results, preliminary analysis and colleague correspondence
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Failure Analysis of Welded Steel Moment-Resisting Frame Connections: Includes personal notes
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Achieving Ductile Behavior of Moment Connections: Part I and II
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Fracture and Ductility of Welded Moment Connections under Dynamic Loading, Background Reports: Metallurgy, Fracture Mechanics, Welding, Moment Connections and Frame Systems Behavior, and Dynamic Tension Tests of Simulated Moment Resisting Frame Weld Joints
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Cracking, Repair and Ductility Enhancement of Welded Moment Connections, Fracture Analysis of Failed Moment Frame Weld Joints Produced in Full-Scale Laboratory Tests and Buildings Damaged in the Northridge Earthquake, and Parametric Tests on Unreinforced Steel Moment Connections
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Inelastic Finite Element Studies of Unreinforced Welded Beam-to-Column Moment Connections, Seismic Testing of Welded Beam-to-Column Moment Connections, Critical Issues in Achieving Ductile Behaviour of Welded Moment Connections, Extent of Weld Fracturing During Northridge Earthquake, and UT Reliability for Inspection of T-Joints with Backing
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Cyclic-Loading Performance of Welded Flange-Bolted Web Connections, SAC Steel Project: Investigations Nearing Completion, Engineering Journal: Experience with Use of Heavy W Shapes in Tension, Steel Moment-Resisting Frames After Northridge, and Properties of Filler Metal: E70T-4 and E70T-7
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Westside Associates Ltd. vs. Lincoln Electric: Safety design of welded connections post earthquake
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