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- [2] DESIGN OF I-BEAM TO BOX-COLUMN CONNECTIONS STIFFENED EXTERNALLYENGINEERING JOURNAL-AMERICAN INSTITUTE OF STEEL CONSTRUCTION INC, 1994, 31 (03): : 110 - 110IWANKIW, NR
- [3] Design of I-beam to box-column connections stiffened externally Ting, Lai-Choon, 1600, Publ by AISC, Chicago, IL, United States (30):
- [4] Behaviour of I-beam to box-column connections stiffened externally and subjected to fluctuating loadsJournal of Constructional Steel Research, 1991, 20 (02): : 129 - 148Shanmugam, N.E.Ting, L.C.Lee, S.L.
- [5] BEHAVIOR OF I-BEAM TO BOX-COLUMN CONNECTIONS STIFFENED EXTERNALLY AND SUBJECTED TO FLUCTUATING LOADSJOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 1991, 20 (02) : 129 - 148SHANMUGAM, NETING, LCLEE, SL
- [6] Moment-rotation characteristics of I-beam to box-column connection stiffened externallyInternational Journal of Structures, 1997, 17 (01): : 36 - 60Shanmugam, N.E.
- [7] An alternative detail for continuity plates in steel beam to box-column moment-connectionsJOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2020, 167Najafgholipour, M. A.Peykari, KianoushDehghan, S. M.
- [8] BOX-COLUMN TO I-BEAM CONNECTIONS WITH EXTERNAL STIFFENERSJOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 1991, 18 (03) : 209 - 226TING, LCSHANMUGAM, NELEE, SL
- [9] WELDED INTERIOR BOX-COLUMN TO I-BEAM CONNECTIONSJOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1995, 121 (05): : 824 - 830SHANMUGAM, NETING, LC
- [10] NONLINEAR-ANALYSIS OF I-BEAM TO BOX-COLUMN CONNECTIONSJOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 1994, 28 (03) : 257 - 278SHANMUGAM, NETING, LCLEE, SL