Macromodel-based simulation of progressive collapse: Steel frame structures

Journal of Structural Engineering

Volumn 134, Issue 7, 2008, Pages 1070-1078

  Khandelwal, Kapil ^a   El Tawil, Sherif ^a   Kunnath, Sashi K ^b   Lew, H S ^c  

^a UNIVERSITY OF MICHIGAN   (United States)

^b University of California Davis   (United States)

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

Author keywords

Finite element method; Framed structures; Progressive collapse; Seismic effects; Simulation; Steel frames

Indexed keywords

ALTERNATE PATH METHOD; BEAM COLUMNS; COLLAPSE RESISTANCE; COMPUTATIONALLY EFFICIENT; DESIGN SPECIFICATIONS; FINITE ELEMENT (FE) MODELING; FRAME BUILDINGS; MACRO MODELING; MACRO-MODELS; PHYSICAL PHENOMENON; PROGRESSIVE COLLAPSE; RESERVE CAPACITY; SEISMIC RISKS; SIMULATION RESULTS; STEEL FRAME STRUCTURES; STEEL MOMENT FRAMES; STRENGTH (IGC: D5/D6); SUBASSEMBLAGES; TWO-DIMENSIONAL (2D);

ARCHITECTURAL DESIGN; COMPUTER NETWORKS; CONCRETE BEAMS AND GIRDERS; FINITE ELEMENT METHOD; HEALTH; INFORMATION SYSTEMS; IRON; MODELS; RISKS; SEISMIC DESIGN; SEISMOLOGY; SPECIFICATIONS; STEEL; STRUCTURAL DYNAMICS; STRUCTURAL FRAMES; TWO DIMENSIONAL;

STRUCTURAL DESIGN;

EID: 45249087896     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2008)134:7(1070)     Document Type: Article

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