메뉴 건너뛰기




Volumn 14, Issue 1, 1998, Pages 1-34

Equivalent static eccentricities in the simplified methods of seismic analysis of buildings

Author keywords

[No Author keywords available]

Indexed keywords

BUILDING CODE; DYNAMIC RESPONSE; ECCENTRICITY; SEISMIC RESPONSE; STATIC RESPONSE; STIFFNESS; TORSION;

EID: 0031988194     PISSN: 87552930     EISSN: None     Source Type: Journal    
DOI: 10.1193/1.1585986     Document Type: Article
Times cited : (28)

References (38)
  • 1
    • 3043007237 scopus 로고
    • Statiche Ersatz lasten fur seismisch beanspruchte unsymmetrisch Geschossbauten
    • Anastassiadis, K., Avramidis, I. E., 1986, Statiche Ersatz lasten fur seismisch beanspruchte unsymmetrisch Geschossbauten, Bautechnik, 2.
    • (1986) Bautechnik , vol.2
    • Anastassiadis, K.1    Avramidis, I.E.2
  • 2
    • 0022071640 scopus 로고
    • Caracteristiques elastiques spatiales des batiments a etages
    • Anastassiadis, K., 1985, Caracteristiques elastiques spatiales des batiments a etages, Annales de l'I.T.B.T.P., No 435.
    • (1985) Annales De L'I.T.B.T.P. , Issue.435
    • Anastassiadis, K.1
  • 3
    • 0022662809 scopus 로고
    • Axes propres de vibration spatiale des batiments a etages
    • Anastassiadis, K., 1986, Axes propres de vibration spatiale des batiments a etages, Annales de l'I.T.B.T.P., No 442.
    • (1986) Annales De L'I.T.B.T.P. , Issue.442
    • Anastassiadis, K.1
  • 4
    • 3042968728 scopus 로고
    • Analyse statique tridimentionelle du contreventement des batiments
    • Anastassiadis, K., 1987, Analyse statique tridimentionelle du contreventement des batiments, Annales de l'I.T.B.T.P., No 452.
    • (1987) Annales De L'I.T.B.T.P. , Issue.452
    • Anastassiadis, K.1
  • 5
    • 17044399767 scopus 로고
    • Calcul statique des contreventement par la methode des trois pivots
    • Anastassiadis, K., 1991, Calcul statique des contreventement par la methode des trois pivots, Annales de l'I.T.B.T.P., No 498.
    • (1991) Annales De L'I.T.B.T.P. , Issue.498
    • Anastassiadis, K.1
  • 7
    • 0022924805 scopus 로고
    • Inelastic earthquake response of asymmetric structures
    • Bozorgnia, Y., Tso, W.K., 1986, Inelastic earthquake response of asymmetric structures, J. of the Struct. Eng., ASCE, Vol. 112, No 2.
    • (1986) J. of the Struct. Eng., ASCE , vol.112 , Issue.2
    • Bozorgnia, Y.1    Tso, W.K.2
  • 9
    • 0027596247 scopus 로고
    • A modified static procedure for the design of torsionally unbalanced multistorey frame buildings
    • Chandler, A. M., Duan, X. N., 1993, A modified static procedure for the design of torsionally unbalanced multistorey frame buildings, Earth. Eng. and Struct. Dynamics, Vol. 22, pp. 447-462.
    • (1993) Earth. Eng. and Struct. Dynamics , vol.22 , pp. 447-462
    • Chandler, A.M.1    Duan, X.N.2
  • 10
    • 0025750525 scopus 로고
    • Evaluation of factors influencing the inelastic seismic performance of torsionally asymmetric buildings
    • Chandler, A. M., Duan, X. N., 1991, Evaluation of factors influencing the inelastic seismic performance of torsionally asymmetric buildings, Earth. Eng. and Struct. Dynamics, Vol. 20, pp. 87-95.
    • (1991) Earth. Eng. and Struct. Dynamics , vol.20 , pp. 87-95
    • Chandler, A.M.1    Duan, X.N.2
  • 11
    • 18144446230 scopus 로고
    • Evaluation of the secondary torsional design provisions of earthquake building codes
    • Chandler, A. M., Hutchinson, G. L., 1988, Evaluation of the secondary torsional design provisions of earthquake building codes, Proc. Inst. Civ. Engrs, Part 2, 85, pp. 587-607.
    • (1988) Proc. Inst. Civ. Engrs, Part 2 , vol.85 , pp. 587-607
    • Chandler, A.M.1    Hutchinson, G.L.2
  • 12
    • 0026370831 scopus 로고
    • Evaluation of torsional provisions in seismic codes
    • Chopra, A. K., Goel, R. K., 1991, Evaluation of torsional provisions in seismic codes, J. of Struct. Eng., ASCE, Vol. 117, No 12.
    • (1991) J. of Struct. Eng., ASCE , vol.117 , Issue.12
    • Chopra, A.K.1    Goel, R.K.2
  • 13
    • 0027007654 scopus 로고
    • A review of reference models for assessing inelastic seismic torsional effects in buildings
    • Correnza, J. C., Hutchinson, G. L., Chandler, A. M., 1992, A review of reference models for assessing inelastic seismic torsional effects in buildings, Soil Dyn. and Earth. Eng., 11, pp. 465-484.
    • (1992) Soil Dyn. and Earth. Eng. , vol.11 , pp. 465-484
    • Correnza, J.C.1    Hutchinson, G.L.2    Chandler, A.M.3
  • 14
    • 0027561741 scopus 로고
    • Inelastic response and design criteria of plan-wise asymmetric systems
    • De Stefano, M. et al., 1993, Inelastic response and design criteria of plan-wise asymmetric systems, Earth. Eng. and Struct. Dynamics, Vol. 22, pp. 245-259.
    • (1993) Earth. Eng. and Struct. Dynamics , vol.22 , pp. 245-259
    • De Stefano, M.1
  • 15
    • 0018441382 scopus 로고
    • Envelopes of maximum seismic response for a partially symmetric single storey building model
    • Dempsey, K. M., Irvine, H. M., 1979, Envelopes of maximum seismic response for a partially symmetric single storey building model, Earth. Eng. and Struct. Dynamics, Vol. 7, pp. 161-180.
    • (1979) Earth. Eng. and Struct. Dynamics , vol.7 , pp. 161-180
    • Dempsey, K.M.1    Irvine, H.M.2
  • 17
    • 0027596248 scopus 로고
    • Inelastic seismic response of code-designed multistorey frame buildings with regular asymmetry
    • Duan, X. N., Chandler, A. M., 1993, Inelastic seismic response of code-designed multistorey frame buildings with regular asymmetry, Earth. Eng. and Struct. Dynamics, Vol. 22, pp. 431-445.
    • (1993) Earth. Eng. and Struct. Dynamics , vol.22 , pp. 431-445
    • Duan, X.N.1    Chandler, A.M.2
  • 18
    • 0023416189 scopus 로고
    • Earthquake engineering research and practice in Mexico after the 1985 earthquakes
    • Esteva, L., 1987, Earthquake engineering research and practice in Mexico after the 1985 earthquakes, Bulletin of the N.Z.N.S. for Earth. Eng., Vol. 20, No 3.
    • (1987) Bulletin of the N.Z.N.S. for Earth. Eng. , vol.20 , Issue.3
    • Esteva, L.1
  • 21
    • 0017478054 scopus 로고
    • Effects of torsional coupling on earthquake forces in buildings
    • Kan, C. L., Chopra, A. K., 1977, Effects of torsional coupling on earthquake forces in buildings, J. of the Struct. Div., ASCE, Vol. 103, No ST4.
    • (1977) J. of the Struct. Div., ASCE , vol.103 , Issue.ST4
    • Kan, C.L.1    Chopra, A.K.2
  • 22
    • 0019606297 scopus 로고
    • Torsional coupling and earthquake response of simple elastic and inelastic systems
    • Kan, C. L., Chopra, A. K., 1981, Torsional coupling and earthquake response of simple elastic and inelastic systems, J. of the Struct. Div., ASCE, Vol. 107, No ST8, pp. 1569-1588.
    • (1981) J. of the Struct. Div., ASCE , vol.107 , Issue.ST8 , pp. 1569-1588
    • Kan, C.L.1    Chopra, A.K.2
  • 24
    • 3042926815 scopus 로고
    • Dynamic analysis of the antiseismic problem
    • Technical Chamber of Greece
    • Papapetrou, A. C. and A. P., 1934, Dynamic analysis of the antiseismic problem, (in Greek), Technical Chamber of Greece, Technika Chronika, pp. 21-26.
    • (1934) Technika Chronika , pp. 21-26
    • Papapetrou, A.C.1    Pravi, A.2
  • 25
    • 0342872302 scopus 로고
    • Existence of centers of resistance and torsional un-coupling of earthquake response of buildings
    • Riddell, R., Vasquez, J., 1984, Existence of centers of resistance and torsional un-coupling of earthquake response of buildings. Proc. of 8th W.C.E.E., 4.
    • (1984) Proc. of 8th W.C.E.E. , vol.4
    • Riddell, R.1    Vasquez, J.2
  • 26
    • 0002487718 scopus 로고
    • Nonlinear response of asymmetric building structures and seismic codes: A state of the art review
    • Rutenberg, A., 1992, Nonlinear response of asymmetric building structures and seismic codes: a state of the art review, European Earthquake Engineering, 2.
    • (1992) European Earthquake Engineering , vol.2
    • Rutenberg, A.1
  • 27
    • 0039591294 scopus 로고
    • Inelastic seismic response of code designed single storey asymmetric structures
    • Rutenberg, A., Eisenberger, M., Shohet, G., 1992, Inelastic seismic response of code designed single storey asymmetric structures, Eng. Struct., Vol. 14, No 2.
    • (1992) Eng. Struct. , vol.14 , Issue.2
    • Rutenberg, A.1    Eisenberger, M.2    Shohet, G.3
  • 28
    • 0023435589 scopus 로고
    • Seismic code provisions for asymmetric structures: A re-evaluation
    • Rutenberg, A., Pekau, O. A., 1987, Seismic code provisions for asymmetric structures: a re-evaluation, Eng. Struct., Vol. 9, pp. 255-264.
    • (1987) Eng. Struct. , vol.9 , pp. 255-264
    • Rutenberg, A.1    Pekau, O.A.2
  • 29
    • 0024705467 scopus 로고
    • Strength eccentricity concept for inelastic analysis of asymmetrical structures
    • Sadek, A. W., Tso, W. K., 1989, Strength eccentricity concept for inelastic analysis of asymmetrical structures, Eng. Struct., Vol. 11.
    • (1989) Eng. Struct. , vol.11
    • Sadek, A.W.1    Tso, W.K.2
  • 31
    • 0020939012 scopus 로고
    • A proposal to improve the static torsional provisions for the National Building Code of Canada
    • Tso, W. K., 1983, A proposal to improve the static torsional provisions for the National Building Code of Canada, Canadian J. Civ. Eng., 10, pp. 561-565.
    • (1983) Canadian J. Civ. Eng. , vol.10 , pp. 561-565
    • Tso, W.K.1
  • 32
    • 0022720120 scopus 로고
    • Effective eccentricity for inelastic seismic response of buildings
    • Tso, W. K., Bozorgnia, Y., 1986, Effective eccentricity for inelastic seismic response of buildings, Earth. Eng. and Struct. Dynamics, Vol. 14, pp. 412-427.
    • (1986) Earth. Eng. and Struct. Dynamics , vol.14 , pp. 412-427
    • Tso, W.K.1    Bozorgnia, Y.2
  • 33
    • 0018913228 scopus 로고
    • Seismic torsional provisions for dynamic eccentricity
    • Tso, W. K., Dempsey, K. M., 1980, Seismic torsional provisions for dynamic eccentricity, Earth. Eng. and Struct. Dynamics, Vol. 8, pp. 275-289.
    • (1980) Earth. Eng. and Struct. Dynamics , vol.8 , pp. 275-289
    • Tso, W.K.1    Dempsey, K.M.2
  • 34
    • 0022026283 scopus 로고
    • Inelastic seismic response of simple eccentric structures
    • Tso, W.K., Sadek, A.W., 1985, Inelastic seismic response of simple eccentric structures, Earth. Eng. and Struct. Dynamics, Vol. 13, pp. 255-269.
    • (1985) Earth. Eng. and Struct. Dynamics , vol.13 , pp. 255-269
    • Tso, W.K.1    Sadek, A.W.2
  • 35
    • 0025252638 scopus 로고
    • Additional seismic inelastic deformation caused by structural asymmetry
    • Tso, W. K., Ying, H., 1990, Additional seismic inelastic deformation caused by structural asymmetry, Earth. Eng. and Struct. Eng., Vol. 19, pp. 243-258.
    • (1990) Earth. Eng. and Struct. Eng. , vol.19 , pp. 243-258
    • Tso, W.K.1    Ying, H.2
  • 36
    • 0026897924 scopus 로고
    • Design of torsionally unbalanced structural systems based on code provisions I. Ductility demand
    • Tso, W. K., Zhu, T. J., 1992, Design of torsionally unbalanced structural systems based on code provisions I. Ductility demand, Earth. Eng. and Struct. Dynamics, Vol. 21, pp. 609-627.
    • (1992) Earth. Eng. and Struct. Dynamics , vol.21 , pp. 609-627
    • Tso, W.K.1    Zhu, T.J.2
  • 37
    • 0028669392 scopus 로고
    • Inelastic response of torsionally unbalanced systems designed using elastic dynamic analysis
    • Wong, C. M., Tso, W. K., 1994, Inelastic response of torsionally unbalanced systems designed using elastic dynamic analysis, Earth. Eng. and Struct. Dynamics, Vol. 23, pp. 777-798.
    • (1994) Earth. Eng. and Struct. Dynamics , vol.23 , pp. 777-798
    • Wong, C.M.1    Tso, W.K.2
  • 38
    • 0026895363 scopus 로고
    • Design of torsionally unbalanced structural systems based on code provisions II: Strength distribution
    • Zhu, T. J., Tso, K., 1992, Design of torsionally unbalanced structural systems based on code provisions II: Strength distribution, Earth. Eng. and Struct. Dynamics, Vol. 21, pp. 629-644.
    • (1992) Earth. Eng. and Struct. Dynamics , vol.21 , pp. 629-644
    • Zhu, T.J.1    Tso, K.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.