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Connection Performance for Seismic Design of Steel Moment Frames

โœ Scribed by Roeder, Charles W.

Book ID
123606645
Publisher
American Society of Civil Engineers
Year
2002
Tongue
English
Weight
145 KB
Volume
128
Category
Article
ISSN
0733-9445

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During a severe earthquake, steel moment resisting frames are expected to experience significant inelastic deformation in their members and joints. This behaviour is dependent upon several design parameters such as member sizes, frame's overstrength, member deformation capacities and the detailing o