Behavior of eight-bolt large capacity endplate connections

Computers and Structures

Volumn 77, Issue 3, 2000, Pages 315-325

  Bahaari, Mohammed R ^a   Sherbourne, Archibald N ^b  

^a UNIVERSITY OF TEHRAN   (Iran)

^b UNIVERSITY OF WATERLOO   (Canada)

Author keywords

[No Author keywords available]

Indexed keywords

FINITE ELEMENT METHOD; MATHEMATICAL MODELS; STIFFNESS; STRESS ANALYSIS; STRESS CONCENTRATION; STRUCTURAL ANALYSIS;

ENDPLATE; STEEL CONNECTIONS;

STEEL STRUCTURES;

EID: 0033723641     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0045-7949(99)00218-7     Document Type: Article

References (9)

1. Moore D.B. The design of end-plate connections. Armer G.S.T., Moore D.B. Frame and slab structures. 1989;75-107 Butterworth, London.
2. Kukreti A.R., Murray T.M., Ghassemieh M. Finite element modeling of large capacity stiffened steel Tee-Hanger connections. Computers and Structures. 32:(2):1989;409-422.
3. Grundy P., Thomas I.R., Bennet I.D. Beam-to-column moment connections. Journal of Structural Engineering, ASCE. 106:(ST1):1980;313-329.
4. Packer J.A., Morris L.J. A limit state design method for the tension region of bolted beam to column connections. The Structural Engineer. 55:(10):1977;446-458.
5. Chasten C.P., Le-Wu Lu, Driscoll G. Prying and shear in endplate connection design. Journal of Structural Engineering, ASCE. 118:(5):1992;1295-1311.
6. Morrison SJ, Murray TM. Multiple bolt row moment end plates. In: Ellifritt Duan S, editor. Materials and Member Behavior, 1987;67-77.
7. Bahaari M.R., Sherbourne A.N. 3D simulation of bolted connections to unstiffened columns. Part II: extended endplate connections. Journal of Constructional Steel Research. 40:(3):1996;189-223.
8. Chasten CP. Theoretical modeling and testing of eight-bolt extended endplate connections. M.Sc. Thesis in Civil Engineering, Lehigh University, Bethlehem, PA, 1988.
9. Packer JA, Morris LJ. Closure to their paper 'a limit state design method for the tension region of bolted beam column connections'. Structural engineer 1978;56A(8):217-223.