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Modeling of Cyclic Moment‐Rotation Response of Double‐Angle Connections

✍ Scribed by De Stefano, Mario; De Luca, Antonello; Astaneh‐Asl, Abolhassan

Book ID
120272955
Publisher
American Society of Civil Engineers
Year
1994
Tongue
English
Weight
889 KB
Volume
120
Category
Article
ISSN
0733-9445

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✍ Kishi, N.; Chen, Wai‐Fah 📂 Article 📅 1990 🏛 American Society of Civil Engineers 🌐 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