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Volumn 35, Issue 2, 2006, Pages 159-175

Cyclic tests of post-tensioned precast CFT segmental bridge columns with unbonded strands

Author keywords

Precast CFT segmental bridge column; Two plastic hinges; Unbonded strand

Indexed keywords

BENDING STRENGTH; CONCRETE BRIDGES; CYCLIC LOADS; ESTIMATION; HINGES; PRECAST CONCRETE;

EID: 30644472323     PISSN: 00988847     EISSN: 10969845     Source Type: Journal    
DOI: 10.1002/eqe.512     Document Type: Article
Times cited : (242)

References (13)
  • 1
    • 0028576073 scopus 로고
    • Ductility of concrete-filled steel box columns under cyclic loading
    • Usami T, Ge H. Ductility of concrete-filled steel box columns under cyclic loading. Journal of Structural Engineering (ASCE) 1994; 120(7):2021-2040.
    • (1994) Journal of Structural Engineering (ASCE) , vol.120 , Issue.7 , pp. 2021-2040
    • Usami, T.1    Ge, H.2
  • 2
    • 0029305457 scopus 로고
    • Seismic performance of steel-encased concrete column under flexural loading
    • Boyd PF, Cofer WF, McLean DI. Seismic performance of steel-encased concrete column under flexural loading. ACI Structural Journal 1995; 92:355-364.
    • (1995) ACI Structural Journal , vol.92 , pp. 355-364
    • Boyd, P.F.1    Cofer, W.F.2    McLean, D.I.3
  • 5
    • 0032592661 scopus 로고    scopus 로고
    • A precast segmental substructure system for standard bridges
    • Billington SL, Barnes RW, Breen JE. A precast segmental substructure system for standard bridges. PCI Journal 1999; 44(4):56-73.
    • (1999) PCI Journal , vol.44 , Issue.4 , pp. 56-73
    • Billington, S.L.1    Barnes, R.W.2    Breen, J.E.3
  • 6
    • 30644459704 scopus 로고    scopus 로고
    • Seismic design and performance of precast concrete segmental bridge columns
    • Report No. SSRP 2001/25, University of California San Diego, La Jolla, CA
    • Hewes JT, Priestley MJN. Seismic design and performance of precast concrete segmental bridge columns. Report No. SSRP 2001/25, University of California San Diego, La Jolla, CA, 2002.
    • (2002)
    • Hewes, J.T.1    Priestley, M.J.N.2
  • 8
    • 0003713162 scopus 로고    scopus 로고
    • Improved seismic design criteria for California bridges: Provisional recommendations
    • ATC 32. Report No. ATC-32, Applied Technology Council, Redwood City, CA
    • ATC 32. Improved seismic design criteria for California bridges: provisional recommendations. Report No. ATC-32, Applied Technology Council, Redwood City, CA, 1996.
    • (1996)
  • 9
    • 30644459972 scopus 로고    scopus 로고
    • Seismic behaviour of precast concrete-filled steel tube segmental bridge column
    • Master Thesis, National Chiao Tung University, Hsinchu, Taiwan
    • Chen Y-H. Seismic behaviour of precast concrete-filled steel tube segmental bridge column. Master Thesis, National Chiao Tung University, Hsinchu, Taiwan, 2004.
    • (2004)
    • Chen, Y.-H.1
  • 12
    • 0043202918 scopus 로고
    • Structures in seismic regions-design. Part 1, general and building
    • Eurocode 8. Report EUR 8849 EN, Commission of the European Communities
    • Eurocode 8. Structures in seismic regions-design. Part 1, general and building. Report EUR 8849 EN, Commission of the European Communities, 1988.
    • (1988)
  • 13
    • 30644479687 scopus 로고    scopus 로고
    • Flexural deformations in reinforced concrete bridge piers
    • Report No. SSRP 2001/108, University of California, San Diego
    • Hines EM, Seible F. Flexural deformations in reinforced concrete bridge piers. Report No. SSRP 2001/108, University of California, San Diego, 2001.
    • (2001)
    • Hines, E.M.1    Seible, F.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.