메뉴 건너뛰기




Volumn 133, Issue 10, 2007, Pages 1445-1452

Seismic strengthening of rocking-critical masonry piers

Author keywords

Earthquake resistant structures; Masonry; Piers; Retrofitting; Seismic design

Indexed keywords

COMPACTION; DUCTILITY; ENERGY DISSIPATION; PIERS; RETROFITTING; SEISMIC DESIGN; STIFFNESS;

EID: 34548668203     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2007)133:10(1445)     Document Type: Article
Times cited : (7)

References (16)
  • 1
    • 34548681017 scopus 로고    scopus 로고
    • Performance-based engineering concepts for unreinforced masonry building structures
    • Abrams, D. P. (2001). " Performance-based engineering concepts for unreinforced masonry building structures.. " Prog. Struct. Eng. Mater., 4 (3), 320-331.
    • (2001) Prog. Struct. Eng. Mater. , vol.4 , Issue.3 , pp. 320-331
    • Abrams, D.P.1
  • 6
    • 28544442345 scopus 로고    scopus 로고
    • Aseismic retrofitting of unreinforced masonry walls using FRP
    • ElGawady, M. A., Lestuzzi, P., and Badoux, M. (2006). " Aseismic retrofitting of unreinforced masonry walls using FRP.. " Composites, Part B, 37 (2-3), 148-162.
    • (2006) Composites, Part B , vol.37 , Issue.2-3 , pp. 148-162
    • Elgawady, M.A.1    Lestuzzi, P.2    Badoux, M.3
  • 8
    • 0036478196 scopus 로고    scopus 로고
    • Strengthening URM with GFRP composites and ductile connections
    • Holberg, A. M., and Hamilton, H. R. (2002). " Strengthening URM with GFRP composites and ductile connections.. " Earthquake Spectra, 18 (1), 63-84.
    • (2002) Earthquake Spectra , vol.18 , Issue.1 , pp. 63-84
    • Holberg, A.M.1    Hamilton, H.R.2
  • 9
    • 0003826055 scopus 로고    scopus 로고
    • International Code Council (ICC). (Chicago.
    • International Code Council (ICC). (2006). International building code, Chicago.
    • (2006) International Building Code
  • 10
    • 0031282025 scopus 로고    scopus 로고
    • In-plane seismic response of brick masonry walls
    • Magenes, G., and Calvi, G. M. (1997). " In-plane seismic response of brick masonry walls.. " Earthquake Eng. Struct. Dyn., 26 (11), 1091-1112.
    • (1997) Earthquake Eng. Struct. Dyn. , vol.26 , Issue.11 , pp. 1091-1112
    • Magenes, G.1    Calvi, G.M.2
  • 11
    • 0003350561 scopus 로고
    • Arching action theory of masonry walls
    • McDowell, E. L., McKee, K. E., and Sevin, E. (1956). " Arching action theory of masonry walls.. " J. Struct. Div., 82 (2), 915/1-915/18.
    • (1956) J. Struct. Div. , vol.82 , Issue.2
    • McDowell, E.L.1    McKee, K.E.2    Sevin, E.3
  • 12
    • 33646187280 scopus 로고    scopus 로고
    • Recommendations for seismic evaluation and retrofit of low-rise URM structures
    • Moon, F. L., Yi, T., Leon, R. T., and Kahn, L. F. (2006). " Recommendations for seismic evaluation and retrofit of low-rise URM structures.. " J. Struct. Eng., 132 (5), 663-672.
    • (2006) J. Struct. Eng. , vol.132 , Issue.5 , pp. 663-672
    • Moon, F.L.1    Yi, T.2    Leon, R.T.3    Kahn, L.F.4
  • 15
    • 0030290776 scopus 로고    scopus 로고
    • Seismic strengthening of unreinforced masonry piers with steel elements
    • Rai, D. C., and Goel, S. C. (1997). " Seismic strengthening of unreinforced masonry piers with steel elements.. " Earthquake Spectra, 12 (4), 845-861.
    • (1997) Earthquake Spectra , vol.12 , Issue.4 , pp. 845-861
    • Rai, D.C.1    Goel, S.C.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.