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Theoretical modeling of semirigid connections behavior

✍ Scribed by André Colson


Book ID
103546943
Publisher
Elsevier Science
Year
1991
Tongue
English
Weight
451 KB
Volume
19
Category
Article
ISSN
0143-974X

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Moment‐Rotation Relations of Semirigid C
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The moment-rotation relationships of semirigid steel beam-to-column connections including single and double web-angle connections and top-and seatangle connections with or without double web angle, are developed. The initial elastic stiffness and ultimate moment capacity of the connections are deter