Steel moment frames: Resolution of recent seismic detailing and material shape issues

Journal of Constructional Steel Research

Volumn 58, Issue 5-8, 2002, Pages 495-510

  Iwankiw, Nestor ^a   Zoruba, Sergio ^a  

^a American Institute of Steel Construction   (United States)

Author keywords

A992; AISC; AWS; FEMA; Frames; K area; K line; LRFD; Moment; NEHRP; OMF; RBS; Research; SAC; SCBF; Seismic; SMF; STMF

Indexed keywords

DUCTILITY; EARTHQUAKE EFFECTS; RELIABILITY; SEISMOLOGY; STRAIN HARDENING; TOUGHNESS;

ROLLED COLUMN SECTION;

STEEL;

SEISMIC RESPONSE; STEEL FRAME;

EID: 0036575150     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0143-974X(01)00080-3     Document Type: Article

References (16)

1. Characterization of cyclic inelastic strain behavior on properties of A572 Gr. 50 and A913 rolled sections
2. Cyclic load testing on k area of column shapes
3. Effect of straightening method of the cyclic behavior of k-area in steel rolled shapes
4. Load tests on k-area of rotary straightened column sections to determine effects on service performance
5. Reassessment of design criteria and new alternatives for column transverse stiffeners and web doubler plates
6. Updating standard shape material property database for design and reliability
7. Ultimate strength considerations for seismic design of the reduced beam section (internal plastic hinge)
8. Design of reduced beam section moment connections
9. Modification of existing welded steel moment frame connections for seismic resistance