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Volumn 4, Issue 1, 2006, Pages 23-42

Effect of overstrength on the seismic behaviour of multi-storey regularly asymmetric buildings

Author keywords

Asymmetric buildings; Design criteria; Inelastic seismic response; Multi storey buildings; Overstrength

Indexed keywords

ASYMMETRIC BUILDINGS; DESIGN CRITERIA; INELASTIC SEISMIC RESPONSE; MULTI-STOREY BUILDINGS; OVERSTRENGTH;

EID: 31444455346     PISSN: 1570761X     EISSN: 15731456     Source Type: Journal    
DOI: 10.1007/s10518-005-5408-8     Document Type: Article
Times cited : (35)

References (17)
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    • Chandler, A.M.1    Duan, X.N.2
  • 4
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    • Inelastic seismic response of one-way plan-asymmetric systems under bi-directional ground motions
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    • De Stefano, M.1    Faella, G.2    Ramasco, R.3
  • 5
    • 0032855329 scopus 로고    scopus 로고
    • Seismic stability and the force reduction factor of code-designed one-storey asymmetric structures
    • De Stefano, M. and Rutenberg, A. (1999) Seismic stability and the force reduction factor of code-designed one-storey asymmetric structures. Earthquake Engineering and Structural Dynamics 28, 785-803.
    • (1999) Earthquake Engineering and Structural Dynamics , vol.28 , pp. 785-803
    • De Stefano, M.1    Rutenberg, A.2
  • 6
    • 0027596248 scopus 로고
    • Inelastic seismic response of code-designed multistorey frame buildings with regular asymmetry
    • Duan, X.N. and Chandler, A.M. (1992) Inelastic seismic response of code-designed multistorey frame buildings with regular asymmetry. Earthquake Engineering and Structural Dynamics 22, 431-445.
    • (1992) Earthquake Engineering and Structural Dynamics , vol.22 , pp. 431-445
    • Duan, X.N.1    Chandler, A.M.2
  • 7
    • 0342657124 scopus 로고    scopus 로고
    • Formulation of design eccentricity to reduce ductility demand in asymmetric buildings
    • Ghersi, A. and Rossi, P.P. (1999) Formulation of design eccentricity to reduce ductility demand in asymmetric buildings. Engineering Structures 22, 857-871.
    • (1999) Engineering Structures , vol.22 , pp. 857-871
    • Ghersi, A.1    Rossi, P.P.2
  • 14
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    • Extension of Eurocode 8 torsional provisions to multi-storey buildings
    • Moghadam, A.S. and Tso, W.K. (2000) Extension of Eurocode 8 torsional provisions to multi-storey buildings. Journal of Earthquake Engineering 4, 25-41.
    • (2000) Journal of Earthquake Engineering , vol.4 , pp. 25-41
    • Moghadam, A.S.1    Tso, W.K.2
  • 16
    • 0026897924 scopus 로고
    • Design of torsionally unbalanced structural systems based on code provisions I: Ductility demand
    • Tso, W.K. and Zhu, T.J. (1992) Design of torsionally unbalanced structural systems based on code provisions I: ductility demand. Earthquake Engineering and Structural Dynamics 21, 609-627.
    • (1992) Earthquake Engineering and Structural Dynamics , vol.21 , pp. 609-627
    • Tso, W.K.1    Zhu, T.J.2
  • 17
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    • Design of torsionally unbalanced structural systems based on code provisions II: Strength distribution
    • Zhu, T.J. and Tso, W.K. (1992) Design of torsionally unbalanced structural systems based on code provisions II: strength distribution. Earthquake Engineering and Structural Dynamics 21, 629-644.
    • (1992) Earthquake Engineering and Structural Dynamics , vol.21 , pp. 629-644
    • Zhu, T.J.1    Tso, W.K.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.