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1
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0342817945
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Size effect and failure of RC structures under earthquake
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Okamura H., Kim I.H. Size effect and failure of RC structures under earthquake. Proceedings FRAMCOS-3, Gifu, Japan :1998;1263-1278.
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(1998)
Proceedings FRAMCOS-3, Gifu, Japan
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Okamura, H.1
Kim, I.H.2
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3
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0031153573
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Study on the design earthquake resistance and degree of earthquake damage of reinforced concrete viaducts
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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.
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(1997)
Cement and Concrete Composite, Elsevier
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, Issue.3
, pp. 193-211
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Ishibashi, T.1
Okamura, H.2
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4
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0002660321
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Proposed design equation for shear strength of reinforced concrete beams without web reinforcement
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Okamura H., Higai T. Proposed design equation for shear strength of reinforced concrete beams without web reinforcement. Proc. of JSCE. 300:1980;131-141.
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(1980)
Proc. of JSCE
, vol.300
, pp. 131-141
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Okamura, H.1
Higai, T.2
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5
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0020810090
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The deformational behavior and constitutive equation of concrete using elasto-plastic and fracture model
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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.
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(1983)
Journal of Faculty of Engineering, University of Tokyo(B)
, vol.37
, Issue.2
, pp. 253-328
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Maekawa, K.1
Okamura, H.2
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6
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0031268641
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Path-dependent three-dimensional constitutive laws of reinforced concrete-formulation and experimental verification
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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.
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(1997)
Struct. Eng. and Mech
, vol.5
, Issue.6
, pp. 743-754
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Maekawa, K.1
Irawan, P.2
Okamura, H.3
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7
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0023418612
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Micro and micro models for bond behavior in reinforced concrete
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Shima H., Chou L., Okamura H. Micro and micro models for bond behavior in reinforced concrete. Journal of the Faculty of Engineering, The University of Tokyo(B). 39:(2):1987;133-194.
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(1987)
Journal of the Faculty of Engineering, the University of Tokyo(B)
, vol.39
, Issue.2
, pp. 133-194
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Shima, H.1
Chou, L.2
Okamura, H.3
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8
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0002572381
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Contact density model for stress transfer across cracks in concrete
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Li B., Maekawa K., Okamura H. Contact density model for stress transfer across cracks in concrete. Journal of the Faculty of Engineering, The University of Tokyo(B). 40:(1):1989;9-52.
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(1989)
Journal of the Faculty of Engineering, the University of Tokyo(B)
, vol.40
, Issue.1
, pp. 9-52
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Li, B.1
Maekawa, K.2
Okamura, H.3
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10
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0002236259
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Mechanical properties of steel under load cycles idealizing seismic actions
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Kato B. Mechanical properties of steel under load cycles idealizing seismic actions. CEB Bulletin D'Information. 131:1979;7-27.
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(1979)
CEB Bulletin d'Information
, vol.131
, pp. 7-27
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Kato, B.1
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11
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0001647679
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Numerical simulation of size effect in shear strength of RC beams
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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.
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(1997)
Proc. of JSCE
, vol.564 V-35
, pp. 297-316
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An, X.1
Maekawa, K.2
Okamura, H.3
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