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Volumn 9, Issue , 2010, Pages 7138-7147

Prediction of structural response in reinforced concrete frames subjected to earthquake ground motions

Author keywords

[No Author keywords available]

Indexed keywords

BASE SHEAR; DRIFT RATIO; EARTHQUAKE GROUND MOTIONS; GROUND-MOTION; INFILL WALLS; INTENSITY MEASURE; INTERSTORY DRIFTS; OVERTURNING MOMENT; REINFORCED CONCRETE FRAMES; RESPONSE MEASURES; STATISTICAL RELATIONSHIP; STORY SHEAR; STRENGTH CHARACTERISTICS; STRONG MOTION RECORDS; STRUCTURAL RESPONSE;

EID: 84867184839     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (11)

References (13)
  • 4
    • 4043153128 scopus 로고    scopus 로고
    • Seismic Performance of pre-code reinforced concrete buildings
    • Auckland, New Zealand, January 30-February 4
    • Bruno, S., Decanini, L., Mollaioli, F., (2000). Seismic Performance of pre-code reinforced concrete buildings, Proc. 12th WCEE, Auckland, New Zealand, January 30-February 4.
    • (2000) Proc. 12th WCEE
    • Bruno, S.1    Decanini, L.2    Mollaioli, F.3
  • 5
    • 0036540736 scopus 로고    scopus 로고
    • Probabilistic basis for 2000 SAC federal emergency management agency steel moment frame guidelines
    • Cornell, Jalayer, F., Hamburger, R.O., and Foutch, D.A. (2002). Probabilistic basis for 2000 SAC federal emergency management agency steel moment frame guidelines, Journal of Structural Engineering 128(4), 526-533.
    • (2002) Journal of Structural Engineering , vol.128 , Issue.4 , pp. 526-533
    • Jalayer, F.1    Hamburger, R.O.2    Foutch, D.A.3    Cornell4
  • 9
    • 0012315388 scopus 로고    scopus 로고
    • Probabilistic seismic demand analysis
    • Ph.D. Thesis, Dept. of Civil and Env. Engrg. Stanford University, Stanford, CA
    • Luco, N., (2002), Probabilistic seismic demand analysis, SMRF Connection Fractures, and Near-Source Effects, Ph.D. Thesis, Dept. of Civil and Env. Engrg., Stanford University, Stanford, CA.
    • (2002) SMRF Connection Fractures, and Near-Source Effects
    • Luco, N.1
  • 10
    • 84867160936 scopus 로고    scopus 로고
    • Correlation of damage of steel momentresisting frames to a vector-valued ground motion parameter set that includes energy demands
    • Luco, N., Manuel, L, Baldava, S. & Bazzurro, P. (2005). "Correlation of damage of steel momentresisting frames to a vector-valued ground motion parameter set that includes energy demands, " USGS Award Final Report.
    • (2005) USGS Award Final Report
    • Luco, N.1    Manuel, L.2    Baldava, S.3    Bazzurro, P.4
  • 13
    • 0025227705 scopus 로고
    • Evaluation of seismic energy in structures
    • Uang, C. M. and V. V. Bertero (1990). Evaluation of seismic energy in structures. EESD, 19, 77-90.
    • (1990) EESD , vol.19 , pp. 77-90
    • Uang, C.M.1    Bertero, V.V.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.