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Volumn 128, Issue 5, 2002, Pages 586-594

Flexural strength and ductility of extended pile-shafts. I: Analytical model

Author keywords

Concrete; Concrete piles; Ductility; Flexural strength; Lateral loads; Models; Reinforced

Indexed keywords

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

EID: 0141950178     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2002)128:5(586)     Document Type: Article
Times cited : (61)

References (17)
  • 3
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    • Broms, B. B. (1964a). "Lateral resistance of piles in cohesive soils." J. Soil Mech. Found. Div., Am. Soc. Civ. Eng. 90(SM2), 27-63.
    • (1964) J. Soil Mech. Found. Div., Am. Soc. Civ. Eng. , vol.90 , Issue.SM2 , pp. 27-63
    • Broms, B.B.1
  • 4
    • 0002595364 scopus 로고
    • Lateral resistance of piles in cohesionless soils
    • Broms, B. B. (1964b). "Lateral resistance of piles in cohesionless soils." J. Soil Mech. Found. Div., Am. Soc. Civ. Eng. 90(SM3), 123-156.
    • (1964) J. Soil Mech. Found. Div., Am. Soc. Civ. Eng. , vol.90 , Issue.SM3 , pp. 123-156
    • Broms, B.B.1
  • 5
    • 0034171837 scopus 로고    scopus 로고
    • Inelastic seismic response of bridge drilled-shaft RC pile/columns
    • Budek, A. M., Priestley, M J. N., and Benzoni, G. (2000). "Inelastic seismic response of bridge drilled-shaft RC pile/columns." J. Struct. Eng., 126(4). 510-517.
    • (2000) J. Struct. Eng. , vol.126 , Issue.4 , pp. 510-517
    • Budek, A.M.1    Priestley, M.J.N.2    Benzoni, G.3
  • 6
    • 0004324063 scopus 로고
    • Calif. Dept. of Trans., Sacramento, Calif.
    • Caltrans (1986). "Bridge design specifications manual." Calif. Dept. of Trans., Sacramento, Calif.
    • (1986) Bridge Design Specifications Manual
  • 7
    • 0141915807 scopus 로고    scopus 로고
    • Flexural strength and ductility of extended pile-shafts. II: Experimental study
    • Chai, Y. H., and Hutchinson, T. C. (2002). "Flexural strength and ductility of extended pile-shafts. II: Experimental study." J. Struct. Eng., 128(5), 595-602.
    • (2002) J. Struct. Eng. , vol.128 , Issue.5 , pp. 595-602
    • Chai, Y.H.1    Hutchinson, T.C.2
  • 8
    • 0039107326 scopus 로고
    • Earthquake resistant bridges and associated highway structures: Current New Zealand practice
    • San Diego, sponsored by Federal Highway Administration, Washington, D.C. and California Dept. of Transportation, Sacramento, Calif.
    • Chapman, H. E. (1995). "Earthquake resistant bridges and associated highway structures: current New Zealand practice." Proc., National Seismic Conf. on Bridges and Highways, San Diego, sponsored by Federal Highway Administration, Washington, D.C. and California Dept. of Transportation, Sacramento, Calif.
    • (1995) Proc., National Seismic Conf. on Bridges and Highways
    • Chapman, H.E.1
  • 10
    • 0014905383 scopus 로고
    • Lateral load capacity of piles
    • Davisson, M. T. (1970). "Lateral load capacity of piles." Highway Research Record, No. 333, 104-112.
    • (1970) Highway Research Record , vol.333 , pp. 104-112
    • Davisson, M.T.1
  • 12
    • 10644220168 scopus 로고    scopus 로고
    • New Zealand practice on the design of bridges for earthquake resistance
    • T160-1, San Francisco, Elsevier Science, New York
    • Park, R. (1998). "New Zealand practice on the design of bridges for earthquake resistance." T160-1, Proc., 1st Structural Engineers World Congress, San Francisco, Elsevier Science, New York.
    • (1998) Proc., 1st Structural Engineers World Congress
    • Park, R.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.