Hysteresis model of bolted-angle connections

Journal of Constructional Steel Research

Volumn 54, Issue 3, 2000, Pages 317-343

  Shen, J ^a   Astaneh Asl, A ^b  

^a Illinois Institute of Technology   (United States)

^b Berkeley   (United States)

Author keywords

Analytical model; Bolted angles; Hysteresis; Seismic design

Indexed keywords

BOLTED JOINTS; COMPRESSIVE STRENGTH; EARTHQUAKE RESISTANCE; HYSTERESIS; MATHEMATICAL MODELS; STRUCTURAL ANALYSIS; TENSILE STRENGTH;

BOLTED ANGLE CONNECTIONS;

WELDED STEEL STRUCTURES;

HYSTERESIS; SEISMIC DESIGN; STEEL STRUCTURE;

EID: 0343092057     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0143-974X(99)00070-X     Document Type: Article

References (15)

1. Nader M.N., Astaneh-Asl A. Dynamic behavior of flexible, semi-rigid, and rigid steel frames. J. Construct. Steel Res. 18:1991;179-192.
2. Leon RT, Shin KJ. Seismic performance of semi-rigid composite frames. In: Proceedings of the 5th US National Conference on Earthquake Engineering, vol. 1. Oakland: EERI, 1995:243-252.
3. Akbas B, Shen J. Seismic performance of steel moment frames with different connections. Proceedings of the Seventh National Conference on Earthquake Engineering, Montreal, Canada, 1995.
4. Shen J, Akbas B. Effect of interior non-rigid frames on seismic performance of steel buildings. Engng Struct - J Earth, Wind, Ocean Engng 1999 (submitted for publication).
5. Lothers J.E. Elastic restraint equations for semi-rigid connections. Trans. ASCE. 116:1951;481-501.
6. Kishi N., Chen W.-F. Moment-rotation relations of semi-rigid connections with angles. J. Struct. Div. 116(7):1987;1813-1833.
7. Wu F-H. Semi-rigid connections in steel frames. Ph.D. thesis, School of Civil Engineering, Purdue University, 1988.
8. Frye M.J., Morris G.A. Analysis of flexibly connected steel frames. Can. J. Civil Engng. 2(3):1975;280-291.
9. Arbabi F. Drift of flexibly connected frames. Comput. Struct. 15(2):1980;103-108.
10. Shen J., Astaneh-Asl A. Hysteretic behavior of bolted-angle connections. J. Construct. Steel Res. 51:1999;201-218.
11. Shen J. CASE (Computer-Aided Seismic/Steel/Structural Engineering) program, research progress in steel structures, Department of Civil and Architectural Engineering, Illinois Institute of Technology, Chicago, IL, 1998.
12. Harper WL, Bradburn JH, Dickerson JR, Radziminski JB. Static and cyclic behavior of semi-rigid bolted and welded beam-column connections. Structural Research Studies, Department of Civil Engineering, University of South Carolina, Columbia, SC, 1990.
13. Lai S.S., Will G.T., Otani S. Model for inelastic biaxial bending. J. Struct. Div. 110(STll):1984;2563-2584.
14. Stelmack T.W., Marley M.J., Gerstle K.H. Analysis and tests of flexibly connected steel frames. J. Struct. Div. 112(7):1984;1577-1588.
15. Yamada M. Fracture durability of structural elements and structures. In: Proceedings of 9th WCEE, Vol. IV: 219-24, Tokyo, Kyoto, 1988.