Connection Strength of Braces with Angle Steel and Channel Steel

Author:

Tatsumi NobuhikoORCID,Kishiki ShoichiORCID

Publisher

Springer International Publishing

Reference4 articles.

1. Jun I, Satoshi Y, Yuka M, Shoichi K, Tsuyoshi K, Yuko S (2013) Seismic damage to vertical braces in steel school buildings due to the 2011 Tohoku Earthquake. AIJ J. Technol. Des. 19(41):147–152

2. Chesson E, Munse WH (1959) Behaviour of Large Riveted and Bolted Structural Connections. Univ. of Illinois, Urbana

3. Architectural Institute of Japan: AIJ Recommendations for Design of Connections in Steel Structures, 4th (edn.). Architectural Institute of Japan, Tokyo (2021)

4. Ben, K., Koji, M., Yoshinobu, T.: Experimental studies on the strength of brace-to-gusset plate connections with high strength bolts. In: Proceedings of PSSC, pp. 23–37. PSSC, Auckland (1986)

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