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Volumn 122, Issue 2, 1996, Pages 210-219

Service load test of 1:3 scale shell bridge model

Author keywords

[No Author keywords available]

Indexed keywords

BRIDGE DECKS; BUCKLING; COMPUTER SOFTWARE; CONSTRUCTION; DYNAMIC RESPONSE; FABRICATION; MECHANICAL TESTING; SHELLS (STRUCTURES); STIFFNESS; STRUCTURAL ANALYSIS; STRUCTURAL LOADS;

EID: 0030086867     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(asce)0733-9445(1996)122:2(210)     Document Type: Article
Times cited : (4)

References (11)
  • 4
    • 0024180282 scopus 로고
    • Analytical investigation of shell structures utilized as emergency bypass bridges
    • Nat. Acad. of Sci., Washington, D.C.
    • Fanous, F., Andrey, D., and Klaiber, F. W. (1988). "Analytical investigation of shell structures utilized as emergency bypass bridges." Transp. Res. Rec., Paper No. 870417, Nat. Acad. of Sci., Washington, D.C.
    • (1988) Transp. Res. Rec., Paper No. 870417
    • Fanous, F.1    Andrey, D.2    Klaiber, F.W.3
  • 6
    • 0043230041 scopus 로고
    • The seismic behavior of critical regions of reinforced concrete components as influenced by moment, shear and axial force
    • Earthquake Engrg. Res. Ctr., Univ. of California, Berkeley, Calif.
    • Atalay, M. B., and Penzien, J. (1975). "The seismic behavior of critical regions of reinforced concrete components as influenced by moment, shear and axial force." UBC/EERC-75/19, Earthquake Engrg. Res. Ctr., Univ. of California, Berkeley, Calif.
    • (1975) UBC/EERC-75/19
    • Atalay, M.B.1    Penzien, J.2
  • 7
    • 0028429506 scopus 로고
    • Seismic behavior of square high-strength concrete columns
    • Azizinamini, A., et al. (1994). "Seismic behavior of square high-strength concrete columns." ACI Struct. J., 91(3), 336-345.
    • (1994) ACI Struct. J. , vol.91 , Issue.3 , pp. 336-345
    • Azizinamini, A.1
  • 8
    • 0012564438 scopus 로고
    • Reinforced concrete bridge piers under seismic loading
    • Dept. of Civ. Engrg., Univ. of Canterbury, Christchurch, New Zealand
    • Davey, B. E., and Park, R. (1975). "Reinforced concrete bridge piers under seismic loading." Res. Rep. 75-3, Dept. of Civ. Engrg., Univ. of Canterbury, Christchurch, New Zealand.
    • (1975) Res. Rep. 75-3
    • Davey, B.E.1    Park, R.2
  • 9
    • 0012569397 scopus 로고
    • Ductility of rectangular reinforced concrete columns with axial load
    • Dept. of Civ. Engrg., Univ. of Canterbury, Christchurch, New Zealand
    • Gill, W. D., Park, R., and Priestley, M. J. N. (1979). "Ductility of rectangular reinforced concrete columns with axial load." Res. Rep. 79-1, Dept. of Civ. Engrg., Univ. of Canterbury, Christchurch, New Zealand.
    • (1979) Res. Rep. 79-1
    • Gill, W.D.1    Park, R.2    Priestley, M.J.N.3
  • 10
    • 5744227740 scopus 로고
    • Seismic behavior of circular reinforced concrete bridge piers
    • Dept. of Civ. Engrg., Univ. of Canterbury, Christchurch, New Zealand
    • Heng, N. K., Priestley, M. J. N., and Park, R. (1978). "Seismic behavior of circular reinforced concrete bridge piers." Res. Rep. 78-14, Dept. of Civ. Engrg., Univ. of Canterbury, Christchurch, New Zealand.
    • (1978) Res. Rep. 78-14
    • Heng, N.K.1    Priestley, M.J.N.2    Park, R.3
  • 11
    • 0028494808 scopus 로고
    • Lateral load behavior of reinforced concrete columns constructed using high-strength materials
    • Thomsen, J. H., and Wallace, J. W. (1994). "Lateral load behavior of reinforced concrete columns constructed using high-strength materials." ACI Struct. J., 91(5), 605-615.
    • (1994) ACI Struct. J. , vol.91 , Issue.5 , pp. 605-615
    • Thomsen, J.H.1    Wallace, J.W.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.