Frictional Rotation Performance Study Based on Non-Standard Bolt Hole Nodes

Author:

Liu QikaiORCID,Zhang YueguoORCID,Cheng XuyuORCID

Publisher

Springer Nature Singapore

Reference8 articles.

1. Ma, R.L., Yang, Y., Chen, Q.S., Lu, L.C.: Seismic performance testing study on high strength bolt connections with slotted holes. J. Build. Struct. 30(01), 101–106 (2009)

2. Zhang, B., Hu, S.J., Wang, J.G.: Study of mechanical model and influential parameters for a new type of SSL-SSBC. World Earthq. Eng. 35(03), 73–82 (2009)

3. Liu, X.C., Chen, M.L., Chen, X.: Seismic behavior of bolted truss-to-column joint with oversized or slotted bolt hole. Eng. Struct. 247, 110–113 (2021)

4. Rojas, P., Ricles, J.M., Sause, R.: Seismic performance of post-tensioned steel moment resisting frames with friction devices. J. Struct. Eng. 131(4), 529–540 (2005)

5. Law, S.S., Wu, Z.M., Chan, S.L.: Analytical model of a slotted bolted connection element and its behaviour under dynamic load. J. Sound Vib. 292(3–5), 777–787 (2006)

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