Hysteresis behavior of CFT column to H-beam connections with external T-stiffeners and penetrated elements
- 1 September 2001
- journal article
- Published by Elsevier BV in Engineering Structures
- Vol. 23 (9), 1194-1201
- https://doi.org/10.1016/s0141-0296(00)00119-x
Abstract
No abstract availableThis publication has 4 references indexed in Scilit:
- Design of steel MRF connections before and after 1994 Northridge earthquakeEngineering Structures, 1998
- Welded Interior Box-Column to I-Beam ConnectionsJournal of Structural Engineering, 1995
- Use of external T-stiffeners in box-column to I-beam connectionsJournal of Constructional Steel Research, 1993
- W-shape beam to RHS column connectionsCanadian Journal of Civil Engineering, 1990