Seismic performance evaluation for steel moment frames

Journal of Structural Engineering

Volumn 128, Issue 4, 2002, Pages 534-545

  Yun, Seung Yul ^a,b   Hamburger, Ronald O ^a,c   Cornell, C Allin ^a,d   Foutch, Douglas A ^a,b  

^a ASCE ^*  (United States)

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

^c EQE International Inc   (United States)

^d Stanford University   (United States)

Author keywords

Earthquakes; Nonlinear analysis; Performance evaluation; Reliability analysis; Seismic response; Steel frames

Indexed keywords

ALEATORY UNCERTAINTY; EPISTEMIC UNCERTAINTY; GLOBAL DRIFT CAPACITY; GROUND MOTION HAZARD CURVE; INCREMENTAL DYNAMIC ANALYSIS; LIVE LOAD; NONLINEAR DYNAMIC DISPLACEMENT DEMAND; STEEL MOMENT FRAMES; UNCERTAINTY ANALYSIS;

BUILDING COMPONENTS; DAMPING; DYNAMICS; EARTHQUAKE RESISTANCE; PERFORMANCE; RELIABILITY THEORY; STEEL CONSTRUCTION; STRUCTURAL ANALYSIS; STRUCTURAL LOADS;

STRUCTURAL FRAMES;

EID: 0036539310     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2002)128:4(534)     Document Type: Article

References (29)

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3. 1997 edition: NEHRP recommended provisions for seismic regulations for new buildings and other structures, part 2 - Commentary
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