Moment‐Rotation Relations of Semirigid C
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Kishi, N.; Chen, Wai‐Fah
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Article
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1990
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American Society of Civil Engineers
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English
⚖ 957 KB
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