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Volumn 26, Issue 5, 1997, Pages 501-513

Inelastic seismic resistance of reinforced concrete stack-like structures

Author keywords

Chimneys; Ductility; Inelastic response; Seismic design; Stacks; Towers

Indexed keywords

CHIMNEYS; CONCRETE REINFORCEMENTS; DUCTILITY; DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE; MATRIX ALGEBRA; REINFORCED CONCRETE; STEEL; STRAIN; STRESS CONCENTRATION; STRUCTURAL ANALYSIS; TOWERS;

EID: 0031147966     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1096-9845(199705)26:5<501::AID-EQE665>3.0.CO;2-L     Document Type: Article
Times cited : (10)

References (16)
  • 1
    • 0016535746 scopus 로고
    • Earthquake resistant design of intake-outlet towers
    • A. K. Chopra and C.-Y. Liaw, 'Earthquake resistant design of intake-outlet towers', J. struct. div. ASCE 101, 1349-1366 (1975).
    • (1975) J. Struct. Div. ASCE , vol.101 , pp. 1349-1366
    • Chopra, A.K.1    Liaw, C.-Y.2
  • 4
    • 0001029403 scopus 로고
    • Experimental tests on hollow circular concrete columns for use in offshore concrete platforms
    • D. Whittaker, R. Park and A. J. Carr, 'Experimental tests on hollow circular concrete columns for use in offshore concrete platforms', Proc. Pacific conf. on earthquake engineering, Wairakei, Vol. 1, 1987, pp. 213-224.
    • (1987) Proc. Pacific Conf. on Earthquake Engineering, Wairakei , vol.1 , pp. 213-224
    • Whittaker, D.1    Park, R.2    Carr, A.J.3
  • 5
    • 0004314647 scopus 로고
    • Nonlinear geometric, material and time dependent analysis of reinforced concrete shells with edge beams
    • Division of Structural Engineering and Structural Mechanics, University of California, Berkeley, CA
    • E. C. Chan, 'Nonlinear geometric, material and time dependent analysis of reinforced concrete shells with edge beams', Report No. UCB/SESM-82/08, Division of Structural Engineering and Structural Mechanics, University of California, Berkeley, CA, 1982.
    • (1982) Report No. UCB/SESM-82/08
    • Chan, E.C.1
  • 6
    • 0018295243 scopus 로고
    • Large displacement analysis of three-dimensional beam structures
    • K. J. Bathe and S. Bolourchi, 'Large displacement analysis of three-dimensional beam structures', Int. j. numer. methods eng. 14, 961-986 (1979).
    • (1979) Int. J. Numer. Methods Eng. , vol.14 , pp. 961-986
    • Bathe, K.J.1    Bolourchi, S.2
  • 11
    • 0002830452 scopus 로고
    • An empirical formula for the spectrum of strong earthquake motions
    • K. Kanai, 'An empirical formula for the spectrum of strong earthquake motions', Bull. earthquake res. inst. 39, 85-95 (1961).
    • (1961) Bull. Earthquake Res. Inst. , vol.39 , pp. 85-95
    • Kanai, K.1
  • 12
    • 0002810694 scopus 로고
    • A statistical method of determining the maximum response of a building structure during an earthquake
    • Tokyo
    • H. Tajimi, 'A statistical method of determining the maximum response of a building structure during an earthquake', Proc. 2nd WCEE, Tokyo, Vol. 2, 1960, pp. 781-797.
    • (1960) Proc. 2nd WCEE , vol.2 , pp. 781-797
    • Tajimi, H.1
  • 14
    • 0041762851 scopus 로고
    • Earthquake response of a yielding structure
    • P. C. Jennings, 'Earthquake response of a yielding structure', J. eng. mech. div. ASCE 91, 41-68 (1965).
    • (1965) J. Eng. Mech. Div. ASCE , vol.91 , pp. 41-68
    • Jennings, P.C.1
  • 15
    • 0027611547 scopus 로고
    • Seismic energy demands on reinforced concrete moment resisting frames
    • W. K. Tso, T. J. Zhu and A. C. Heidebrecht, 'Seismic energy demands on reinforced concrete moment resisting frames', Earthquake eng. struct. dyn. 22, 533-545 (1993).
    • (1993) Earthquake Eng. Struct. Dyn. , vol.22 , pp. 533-545
    • Tso, W.K.1    Zhu, T.J.2    Heidebrecht, A.C.3
  • 16
    • 0022113181 scopus 로고
    • RC structural walls: Seismic design for shear
    • A. E. Aktan and V. B. Bertero, 'RC structural walls: seismic design for shear', J. struct. eng. ASCE 111, 1775-1791 (1985).
    • (1985) J. Struct. Eng. ASCE , vol.111 , pp. 1775-1791
    • Aktan, A.E.1    Bertero, V.B.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.