Evaluation of 3D steel moment frames under earthquake excitations. II: Reliability and redundancy

Journal of Structural Engineering

Volumn 133, Issue 3, 2007, Pages 471-480

  Liao, Kuo Wei ^a,b   Wen, Yi Kwei ^c   Foutch, D A ^c  

^a TAMKANG UNIVERSITY   (Taiwan)

^b UNIVERSITY OF ILLINOIS AT URBANA CHAMPAIGN   (United States)

^c University of Illinois at Urbana Champaign   (United States)

Author keywords

Building codes; Earthquakes; Frames; Reliability; Seismic design

Indexed keywords

INCREMENTAL DYNAMIC ANALYSIS; NONLINEAR STRUCTURAL BEHAVIORS; SEISMIC DESIGN;

BUILDING CODES; NONLINEAR SYSTEMS; REDUNDANCY; RELIABILITY; SEISMOLOGY; STEEL STRUCTURES;

EARTHQUAKE EFFECTS;

EID: 33847133827     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2007)133:3(471)     Document Type: Article

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