Testing and analysis of steel Beam-column assemblies under column removal scenarios

Proceedings of the 2009 Structures Congress - Don't Mess with Structural Engineers: Expanding Our Role

Volumn , Issue , 2009, Pages 1708-1717

  Sadek, Fahim ^a   Main, Joseph A ^a   Lew, H S ^a   Robert, Stephen D ^b   Chiaritoz, Vincent ^b  

^a NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY   (United States)

^b US ARMY ENGINEER RESEARCH AND DEVELOPMENT CENTER   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

A-CENTER; BEAM-COLUMNS; COLUMN BASIS; COLUMN REMOVAL; COMPUTATIONAL RESULTS; CONNECTION FAILURES; DETAILED MODELS; DISPLACEMENT CONTROL; FINITE ELEMENT MODELS; MOMENT-RESISTING CONNECTION; NONLINEAR BEHAVIOR; PRIMARY RESPONSE; REDUCED BEAM SECTION CONNECTION; REDUCED MODEL; STEEL BEAMS; STRUCTURAL SYSTEMS; TENSILE FORCES; TEST CONFIGURATIONS; TESTING LABORATORIES; TWO BEAMS; VERTICAL DISPLACEMENTS;

HYDRAULIC RAMS; LABORATORIES; MATHEMATICAL MODELS; STEEL; STEEL TESTING;

FAILURE ANALYSIS;

EID: 69949134554     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/41031(341)188     Document Type: Conference Paper

References (6)

1. AISC (2002), Seismic Provisions for Structural Steel Buildings, American Institute of Steel Construction, Chicago, IL.
2. FEMA 350 (2000), Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings, SAC Joint Venture and Federal Emergency Management Agency, Washington, D.C.
3. FEMA 353 (2000), Recommended Specifications and Quality Assurance Guidelines for Steel Moment-Frame Construction for Seismic Applications, SAC Joint Venture and Federal Emergency Management Agency, Washington, D.C.
4. FEMA 355D (2000), State of the Art Report on Connection Performance, SAC Joint Venture and Federal Emergency Management Agency, Washington, D.C.
5. Hallquist, J. (2007), LS-DYNA Keyword User's Manual, Livermore Software Technology Corporation, Livermore, CA, Version 971.
6. Sadek et al. (2009), An Experimental and Analytical Study of the Robustness of Moment Resisting Steel Connections, National Institute of Standards and Technology, Gaithersburg, MD, under preparation.