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Volumn 128, Issue 5, 2002, Pages 595-602

Flexural strength and ductility of extended pile-shafts. II: Experimental study

Author keywords

Concrete; Concrete piles; Ductility; Experimentation; Flexural strength; Reinforced

Indexed keywords

BENDING STRENGTH; CANTILEVER BEAMS; DEFORMATION; DUCTILITY; KINEMATICS; MATHEMATICAL MODELS; PLASTICITY; REINFORCED CONCRETE; SOIL STRUCTURE INTERACTIONS; STRUCTURAL DESIGN;

EID: 0141915807     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2002)128:5(595)     Document Type: Article
Times cited : (79)

References (15)
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  • 4
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  • 5
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    • Flexural strength and ductility of extended pile-shafts. I: Analytical model
    • Chai, Y. H. (2002). "Flexural strength and ductility of extended pile-shafts. I: Analytical model." J. Struct. Eng., 128(5), 586-594.
    • (2002) J. Struct. Eng. , vol.128 , Issue.5 , pp. 586-594
    • Chai, Y.H.1
  • 7
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  • 9
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    • Mander, J. B., Priestley, M. J. N., and Park, R. (1988). "Theoretical stress-strain model for confined concrete." J. Struct. Div., ASCE, 114(8), 1804-1826.
    • (1988) J. Struct. Div., ASCE , vol.114 , Issue.8 , pp. 1804-1826
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  • 10
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    • Penetration tests and bearing capacity of cohesionless soils
    • Meyerhof, G. G. (1956). "Penetration tests and bearing capacity of cohesionless soils." J. Soil Mech. Found. Div., Am. Soc. Civ. Eng. 82(SM1), 1-19.
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  • 11
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    • Ductility of prestressed concrete piles subjected to simulated seismic loading
    • Park, R., and Falconer, T. J. (1983). "Ductility of prestressed concrete piles subjected to simulated seismic loading." PCI J., 28(5), 113-144.
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  • 14
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    • Seismic cone penetration test for evaluating liquefaction potential under cyclic loading
    • Robertson, P. K., Woeller, D. J., and Finn, W. D. L. (1992). "Seismic cone penetration test for evaluating liquefaction potential under cyclic loading." Can. Geotech. J., 29, 686-695.
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  • 15
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.