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Volumn 65, Issue 2-3, 2000, Pages 369-389

Seismic performance check and size effect FEM analysis of reinforced concrete

Author keywords

Finite element method; Fracture mechanics; Seismic performance check; Size effect; Zoning method

Indexed keywords

EARTHQUAKE RESISTANCE; EARTHQUAKES; FAILURE ANALYSIS; FINITE ELEMENT METHOD; NUMERICAL METHODS; REINFORCED CONCRETE; SEISMOLOGY; STRUCTURAL ANALYSIS; ZONING;

EID: 0033998992     PISSN: 00137944     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0013-7944(99)00122-8     Document Type: Conference Paper
Times cited : (4)

References (12)
  • 1
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    • Size effect and failure of RC structures under earthquake
    • Okamura H., Kim I.H. Size effect and failure of RC structures under earthquake. Proceedings FRAMCOS-3, Gifu, Japan :1998;1263-1278.
    • (1998) Proceedings FRAMCOS-3, Gifu, Japan , pp. 1263-1278
    • Okamura, H.1    Kim, I.H.2
  • 3
    • 0031153573 scopus 로고    scopus 로고
    • Study on the design earthquake resistance and degree of earthquake damage of reinforced concrete viaducts
    • Ishibashi T., Okamura H. Study on the design earthquake resistance and degree of earthquake damage of reinforced concrete viaducts. Cement and Concrete Composite, Elsevier. 19:(3):1997;193-211.
    • (1997) Cement and Concrete Composite, Elsevier , vol.19 , Issue.3 , pp. 193-211
    • Ishibashi, T.1    Okamura, H.2
  • 4
    • 0002660321 scopus 로고
    • Proposed design equation for shear strength of reinforced concrete beams without web reinforcement
    • Okamura H., Higai T. Proposed design equation for shear strength of reinforced concrete beams without web reinforcement. Proc. of JSCE. 300:1980;131-141.
    • (1980) Proc. of JSCE , vol.300 , pp. 131-141
    • Okamura, H.1    Higai, T.2
  • 5
    • 0020810090 scopus 로고
    • The deformational behavior and constitutive equation of concrete using elasto-plastic and fracture model
    • Maekawa K., Okamura H. The deformational behavior and constitutive equation of concrete using elasto-plastic and fracture model. Journal of Faculty of Engineering, University of Tokyo(B). 37:(2):1983;253-328.
    • (1983) Journal of Faculty of Engineering, University of Tokyo(B) , vol.37 , Issue.2 , pp. 253-328
    • Maekawa, K.1    Okamura, H.2
  • 6
    • 0031268641 scopus 로고    scopus 로고
    • Path-dependent three-dimensional constitutive laws of reinforced concrete-formulation and experimental verification
    • Maekawa K., Irawan P., Okamura H. Path-dependent three-dimensional constitutive laws of reinforced concrete-formulation and experimental verification. Struct. Eng. and Mech. 5:(6):1997;743-754.
    • (1997) Struct. Eng. and Mech , vol.5 , Issue.6 , pp. 743-754
    • Maekawa, K.1    Irawan, P.2    Okamura, H.3
  • 10
    • 0002236259 scopus 로고
    • Mechanical properties of steel under load cycles idealizing seismic actions
    • Kato B. Mechanical properties of steel under load cycles idealizing seismic actions. CEB Bulletin D'Information. 131:1979;7-27.
    • (1979) CEB Bulletin d'Information , vol.131 , pp. 7-27
    • Kato, B.1
  • 11
    • 0001647679 scopus 로고    scopus 로고
    • Numerical simulation of size effect in shear strength of RC beams
    • An X, Maekawa K, Okamura H. Numerical simulation of size effect in shear strength of RC beams, Proc. of JSCE 1997, 564/V-35, 297-316.
    • (1997) Proc. of JSCE , vol.564 V-35 , pp. 297-316
    • An, X.1    Maekawa, K.2    Okamura, H.3
  • 12


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.