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Volumn 127, Issue 12, 2001, Pages 1391-1401

Simulation of structural concrete under cyclic load

Author keywords

[No Author keywords available]

Indexed keywords

BUCKLING; COMPUTER SIMULATION; CRACKS; CYCLIC LOADS; FAILURE (MECHANICAL); FINITE ELEMENT METHOD; HYSTERESIS; STEEL; STRAIN;

EID: 0035584043     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2001)127:12(1391)     Document Type: Article
Times cited : (39)

References (36)
  • 6
    • 3242857961 scopus 로고
    • Seismic energy based fatigue damage analysis of bridge columns. Part I: Evaluation of seismic capacity
    • Tech. Rep. NCEER-94-0006. National Center for Earthquake Engineering Research Research, Buffalo, N.Y.
    • (1994)
    • Chang, G.A.1    Mander, J.B.2
  • 14
    • 4243768749 scopus 로고    scopus 로고
    • Seismic analysis, behavior and performance-based design of unbonded post-tensioned concrete substructure systems
    • PhD thesis, School of Civ. and Envir. Engrg., Cornell University, Ithaca, N.Y.
    • (2001)
    • Kwan, W.-P.1
  • 16
    • 0003740950 scopus 로고
    • Experimental and analytical studies on the hysteretic behavior of reinforced concrete rectangular and T-beams
    • Earthquake Engrg. Res. Ctr., University of California, Berkeley, Calif.
    • (1976) EERC Rep. 76-02
    • Ma, S.-Y.M.1    Betero, V.V.2    Popov, E.P.3
  • 23
    • 0003964068 scopus 로고
    • Computational modeling of concrete fracture
    • PhD thesis, Delft University of Technology, Delft, The Netherlands
    • (1988)
    • Rots, J.G.1
  • 24
    • 0024878186 scopus 로고
    • Crack models for concrete: Discrete or smeared? Fixed, multi-directional or rotating?
    • (1989) HERON , vol.34 , Issue.1 , pp. 1-59
    • Rots, J.G.1    Blaauwendraad, J.2
  • 35
    • 0022675983 scopus 로고
    • The modified compression-field theory for reinforced concrete elements subjected to shear
    • (1986) ACI J. , vol.83 , Issue.2 , pp. 219-231
    • Vecchio, F.J.1    Collins, M.P.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.