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Volumn 83, Issue 3-4, 2003, Pages 87-94

Elastic-plastic analysis of R/C coupled shear walls: The equivalent stiffness ratio of the tie elements

Author keywords

Coupled shear walls; Elastic plastic analysis; Stiffness modification parameter

Indexed keywords

ALGORITHMS; COMPUTER SIMULATION; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; PARAMETER ESTIMATION; SHEAR STRENGTH; STIFFNESS;

EID: 4344583031     PISSN: 09704140     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (9)

References (13)
  • 1
    • 0014627324 scopus 로고
    • Analysis of shear walls using standard computer programs
    • J. Schwaighofer, and H. F. Microys, Analysis of shear walls using standard computer programs, ACI J. 66(12), 1005-1007 (1969).
    • (1969) ACI J. , vol.66 , Issue.12 , pp. 1005-1007
    • Schwaighofer, J.1    Microys, H.F.2
  • 2
    • 0015022991 scopus 로고
    • Coupling beams of reinforced concrete shear walls
    • T. Paulay, Coupling beams of reinforced concrete shear walls, J. Struct. Div., Proc. Am. Soc. Civil Engrs, 97 (ST3) 843-861 (1971).
    • (1971) J. Struct. Div., Proc. Am. Soc. Civil Engrs , vol.97 , Issue.ST3 , pp. 843-861
    • Paulay, T.1
  • 3
    • 0014881714 scopus 로고
    • An elasto-plastic analysis of coupled shear walls
    • T. Paulay, An elasto-plastic analysis of coupled shear walls, ACI J., 67, 915-922 (1970).
    • (1970) ACI J. , vol.67 , pp. 915-922
    • Paulay, T.1
  • 5
    • 4344606280 scopus 로고    scopus 로고
    • A proposal for estimation of coupling beam stiffness of shear walls
    • in Turkish
    • B. Doran and Z. Polat, A proposal for estimation of coupling beam stiffness of shear walls, IMO, Teknik Dergi, 10(3), 1973-1982 (1999) (in Turkish).
    • (1999) IMO, Teknik Dergi , vol.10 , Issue.3 , pp. 1973-1982
    • Doran, B.1    Polat, Z.2
  • 7
    • 85019759036 scopus 로고    scopus 로고
    • The use of the Drucker-Prager yield criterion in the finite element analysis of reinforced concrete
    • in Turkish
    • B. Doran, H.O. Köksal, Z. Polat and C. Karakoç, The use of the Drucker-Prager yield criterion in the finite element analysis of reinforced concrete, IMO Teknik Dergl, 9(2), 1617-1625 (1998) (in Turkish).
    • (1998) IMO Teknik Dergl , vol.9 , Issue.2 , pp. 1617-1625
    • Doran, B.1    Köksal, H.O.2    Polat, Z.3    Karakoç, C.4
  • 8
    • 4344561423 scopus 로고    scopus 로고
    • Analysis of the nonlinear behavior of concrete by using the Drucker-prager yield function
    • Yildiz Technical University, (in Turkish)
    • Z. Polat, B. Doran and H. O. Köksal, Analysis of the nonlinear behavior of concrete by using the Drucker-Prager yield function, Yildiz Technical University, Dergisi, 2000(1) (in Turkish).
    • (2000) Dergisi , Issue.1
    • Polat, Z.1    Doran, B.2    Köksal, H.O.3
  • 9
    • 0342688880 scopus 로고    scopus 로고
    • Finite element aplications to concrete prism and reinforced concrete beam by using non-linear octahedral elastic and plastic relations
    • in Turkish
    • H. O. Köksal and B. Doran, Finite element aplications to concrete prism and reinforced concrete beam by using non-linear octahedral elastic and plastic relations, IMO Teknik Dergi, 8(3), 1443-1453 (1997) (in Turkish).
    • (1997) IMO Teknik Dergi , vol.8 , Issue.3 , pp. 1443-1453
    • Köksal, H.O.1    Doran, B.2
  • 13
    • 0029633948 scopus 로고
    • Effective stiffness of coupling beams in structural walls
    • S. Pala and G. Özmen, Effective stiffness of coupling beams in structural walls, Comp. Struct., 54(5), 925-931 (1995).
    • (1995) Comp. Struct. , vol.54 , Issue.5 , pp. 925-931
    • Pala, S.1    Özmen, G.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.