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Volumn 130, Issue 10, 2004, Pages 1497-1505

Structural testing of large-scale posttensioned concrete masonry walls

Author keywords

Concrete masonry; Posttensioning; Seismic studies; Shear walls

Indexed keywords

BUILDINGS; CONCRETE CONSTRUCTION; FLOORS; SEISMOLOGY; STRUCTURAL ANALYSIS; TESTING;

EID: 13844266359     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2004)130:10(1497)     Document Type: Article
Times cited : (36)

References (12)
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    • Seismic performance of precast reinforced and prestressed concrete walls
    • Holden, T., Restrepo, J., and Mander, J. B. (2003). "Seismic performance of precast reinforced and prestressed concrete walls." J. Struct. Eng., 129(3), 286-296.
    • (2003) J. Struct. Eng. , vol.129 , Issue.3 , pp. 286-296
    • Holden, T.1    Restrepo, J.2    Mander, J.B.3
  • 3
    • 0036766241 scopus 로고    scopus 로고
    • Seismic response evaluation of unbonded post tensioned precast walls
    • Kurama, Y. C., Sause, R., Pessiki, S., and Lu, L.-W. (2002). "Seismic response evaluation of unbonded post tensioned precast walls." ACI Struct. J., 99(5), 641-651.
    • (2002) ACI Struct. J. , vol.99 , Issue.5 , pp. 641-651
    • Kurama, Y.C.1    Sause, R.2    Pessiki, S.3    Lu, L.-W.4
  • 5
    • 9444247478 scopus 로고    scopus 로고
    • Structural testing of single-story posttensioned concrete masonry walls
    • Laursen, P. T., and Ingham, J. M. (2001). "Structural testing of single-story posttensioned concrete masonry walls." Masonry Soc. J., 19(1), 69-82.
    • (2001) Masonry Soc. J. , vol.19 , Issue.1 , pp. 69-82
    • Laursen, P.T.1    Ingham, J.M.2
  • 7
    • 0032637989 scopus 로고    scopus 로고
    • An overview of the PRESSS Five-story precast test building
    • Nakaki, S. D., Stanton, J. F. , and Sritharan, S. (1999). "An overview of the PRESSS Five-story precast test building." PCI J., 44(2), 26-39.
    • (1999) PCI J. , vol.44 , Issue.2 , pp. 26-39
    • Nakaki, S.D.1    Stanton, J.F.2    Sritharan, S.3
  • 9
    • 0020746873 scopus 로고
    • Stress-strain curves for unconfined and confined concrete masonry
    • Priestley, M. J. N., and Elder, D. M. (1983). "Stress-strain curves for unconfined and confined concrete masonry." ACI Struct. J., 80(3), 192-201.
    • (1983) ACI Struct. J. , vol.80 , Issue.3 , pp. 192-201
    • Priestley, M.J.N.1    Elder, D.M.2
  • 10
    • 2042530342 scopus 로고    scopus 로고
    • Earthquake resistant concrete buildings: Seismic performance of cantilever walls prestressed using unbonded tendons
    • Dept. of Civil Engineering, Univ. of Canterbury, Christchurch, New Zealand
    • Rahman, A. M., and Restrepo, J. I. (2000). "Earthquake resistant concrete buildings: Seismic performance of cantilever walls prestressed using unbonded tendons." Res. Rep. 2000-05, Dept. of Civil Engineering, Univ. of Canterbury, Christchurch, New Zealand.
    • (2000) Res. Rep. , vol.2000 , Issue.5
    • Rahman, A.M.1    Restrepo, J.I.2
  • 11
    • 0343594605 scopus 로고
    • Code of practice for the design of masonry structures
    • Wellington, New Zealand
    • Standards Association of New Zealand. (1990). "Code of practice for the design of masonry structures." NZS 4230:1990, Wellington, New Zealand.
    • (1990) NZS , vol.4230 , Issue.1990
  • 12
    • 13844269022 scopus 로고
    • Steel tendons for prestressed concrete-7-wire stress-relieved steel strand for tendons in prestressed concrete
    • Homebush, New South Wales, Australia
    • Standards Australia. (1987). "Steel tendons for prestressed concrete-7-wire stress-relieved steel strand for tendons in prestressed concrete." AS 1311-1987, Homebush, New South Wales, Australia.
    • (1987) AS , vol.1311 , Issue.1987


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.