Required Strength of Column Joint of Bidirectional Steel Moment-Resisting Frames

Author:

Chan Iathong,Koetaka Yuji

Publisher

Springer International Publishing

Reference6 articles.

1. Nakashima M, Roeder CW, Maruoka Y (2000) Steel moment frames for earthquakes in United States and Japan. J Struct Eng 126(8):861–868

2. Architectural Institute of Japan (2021) Recommendation for Design of Connections in Steel Structures 4th edn. Architectural Institute of Japan, Tokyo

3. Chan I, Koetaka Y (2021) Numerical model for 3D steel moment frames with H-shaped beams and hollow-section columns under multi-directional seismic ground motions. Eng Struct 246:112730

4. Ohi K, Takanashi K (1992) Multi-spring joint model for inelastic behaviour of steel members with local buckling. In: Stability and ductility of steel structures under cyclic loading, vol 3. CRC Press, Florida, pp 215–224

5. The Building Center of Japan (2015) The Building Standard Law of Japan. The Building Center of Japan, Tokyo

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