Seismic performance of steel moment frames with reduced beam sections

Engineering Structures

Volumn 22, Issue 8, 2000, Pages 968-983

  Shen, J ^a   Kitjasateanphun, T ^a   Srivanich, W ^a  

^a Illinois Institute of Technology   (United States)

Author keywords

Non linear time history; Panel zone; Pre Northridge moment frame; Reduced beam section (RBS); Seismic response

Indexed keywords

CONNECTORS (STRUCTURAL); EARTHQUAKE RESISTANCE; EARTHQUAKES; FAILURE ANALYSIS; PLASTIC DEFORMATION; STEEL BEAMS AND GIRDERS; STRENGTH OF MATERIALS; STRUCTURAL ANALYSIS; STRUCTURAL FRAMES;

INELASTIC DRIFT RATIO; NONLINEAR TIME HISTORY; REDUCED BEAM SECTIONS; STEEL MOMENT RESISTING FRAMES;

STEEL STRUCTURES;

SEISMIC RESPONSE; STEEL STRUCTURE;

EID: 0034077058     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(99)00048-6     Document Type: Article

References (6)

1. FEMA-267A. Interim Guidelines Advisory No.1: Supplement to FEMA 267, Federal Emergency Management Agency, 1997.
2. AISC. Load and Resistance Factor Design Specification for Structural Steel Buildings. Chicago, IL: American Institute of Steel Construction, 1994.
3. UBC. Uniform Building Code, International Conference of Building Officials. California, USA: Whittier, 1994.
4. Kitjasateanphun T, Shen J, Srivanich W. Simple structural models of reduced-beam-section connections with circular cut, submitted to Journal of Constructional Steel Research
5. Prakash V, Powell GH, Campbell S. Drain-2DX: Base Program Description and User Guide, Version 1.10, Rep. No. UCB/SEMM-93/17, University of California at Berkeley, November 1993.
6. Krawinkler H. Shear in beam-column joints in seismic design of steel frame. Engng. J., AISC, 15(3):1978;82-91.