Performance-Based Optimum Design of Steel Frames by an Improved Quantum Particle Swarm Optimization

Advances in Structural Engineering

Volumn 17, Issue 2, 2014, Pages 143-156

  Gholizadeh, Saeed ^a   Moghadas, Reza ^b  

^a URMIA UNIVERSITY   (Iran)

^b AVICENNA RESEARCH INSTITUTE   (Iran)

Author keywords

nonlinear pushover analysis; performance based design; quantum particle swarm optimization; steel structure; structural optimization

Indexed keywords

ALGORITHMS; SEISMIC DESIGN; STEEL CONSTRUCTION; STEEL STRUCTURES; STRUCTURAL FRAMES; STRUCTURAL OPTIMIZATION;

INTER-STORY DRIFT RATIOS; META HEURISTIC ALGORITHM; MOMENT-RESISTING STEEL FRAMES; NON-LINEAR PUSHOVER ANALYSIS; PERFORMANCE BASED DESIGN; PERFORMANCE CONSTRAINTS; QUANTUM PARTICLE SWARM OPTIMIZATION; STRUCTURAL RESPONSE;

PARTICLE SWARM OPTIMIZATION (PSO);

EID: 84897428740     PISSN: 13694332     EISSN: None     Source Type: Journal    
DOI: 10.1260/1369-4332.17.2.143     Document Type: Article

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