Cyclic behavior of composite cft column-wf beam connections

Proceedings - Annual Technical Session, Structural Stability Research Council

Volumn , Issue , 1997, Pages

  Ricles, James M ^a   Lu, Le Wu ^b   Peng, Shih Wei ^b  

^a LEHIGH UNIVERSITY   (United States)

^b Lehigh University   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

FILLED STEEL TUBE (CFT); MOMENT RESISTING FRAME (MRF); STRENGTH DETERIORATION; WIDE FLANGE (WF);

BUCKLING; COLUMNS (STRUCTURAL); COMPOSITE STRUCTURES; COMPRESSIVE STRENGTH; CYCLIC LOADS; DUCTILITY; EARTHQUAKES; ENERGY DISSIPATION; FLANGES; HYSTERESIS;

BEAMS AND GIRDERS;

EID: 3042635860     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (8)

1. American Institute of Steel Construction. (1994) "Load and Resistant Factored Design," 2nd Edition, Manual of Steel Construction, Chicago, Illinois.
2. Applied Technology Council. (1992) "Guidelines for Cyclic Seismic Testing of Components of Steel Structures," Redwood City, CA.
3. Architectural Institute of Japan. (1987) "Standard for Structural Calculation of Steel Reinforced Concrete Structures," Tokyo, Japan.
4. Kanatani, H., Tabuchi, M., and T. Kamba. (1985) "A Study on Concrete Filled RHS Column to H-Beam Connections Fabricated with HT Bolts in Rigid Frames," Proc of the First Composite Construction in Steel and Concrete Conference, Henniker, New Hampshire.
5. National Earthquake Hazards Reduction Program - NEHRP. (1994) "Recommended Provisions for the Development of Seismic Regulations for New Buildings," Building Seismic Safety Council, FEMA, Washington, D.C.
6. "Recommendations for U.S.-Japan Coop. Research Program - Phase 5: Composite and Hybrid Structures," (1992) Rpt No. UMCEE 92-29, Dept. of Civil and Envn. Eng., Univ. of Michigan.
7. Ricles, J.M., Graham, W.W., and L.W. Lu. (1997) "Seismic Performance of Full-Scale CFT-to-WF Beam Moment Welded and Bolted Connections Test Specimens," ATLSS Report, Lehigh University, Bethlehem, PA., in press.
8. Zhang, H., and J. Ricles. (1996) "An Analytical Study of Seismic Resistant CFT MRFs," Fritz Lab Research Report, Dept. of Civil and Envn. Eng., Lehigh Univ., Bethlehem, PA.