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Volumn 23, Issue 2, 2007, Pages 417-439

Design approach based on UAFR spectra for structures with displacement-dependent dissipating elements

Author keywords

[No Author keywords available]

Indexed keywords

DEGREES OF FREEDOM (MECHANICS); EARTHQUAKES; REINFORCED CONCRETE; SEISMIC DESIGN; SEISMIC RESPONSE; UNCERTAIN SYSTEMS;

EID: 34250711262     PISSN: 87552930     EISSN: None     Source Type: Journal    
DOI: 10.1193/1.2722380     Document Type: Article
Times cited : (7)

References (24)
  • 2
    • 34250738198 scopus 로고    scopus 로고
    • Bertero, R. D., and Bertero, V. V., 1992. Tall Reinforced Concrete Building Conceptual Earthquake-Resistant Design Methodology, Report No. UCB/EERC-92/16, University of California, Berkeley.
    • Bertero, R. D., and Bertero, V. V., 1992. Tall Reinforced Concrete Building Conceptual Earthquake-Resistant Design Methodology, Report No. UCB/EERC-92/16, University of California, Berkeley.
  • 3
    • 34250696831 scopus 로고    scopus 로고
    • Reliability based evaluation procedure for preliminary seismic design of steel structures, using energy concepts
    • submitted to
    • Bojorquez, E., Ruiz, S. E., and Terán-Gilmore, A., 2007. Reliability based evaluation procedure for preliminary seismic design of steel structures, using energy concepts, submitted to Eng. Struct.
    • (2007) Eng. Struct
    • Bojorquez, E.1    Ruiz, S.E.2    Terán-Gilmore, A.3
  • 5
    • 0004785301 scopus 로고
    • Investigation of Alternative Seismic Design Procedures for Standard Buildings
    • Report No. UILU-ENG-95-2003, University of Illinois, Urbana-Champaign
    • Collins, K. R., Wen, Y. K., and Foutch, D. A., 1995. Investigation of Alternative Seismic Design Procedures for Standard Buildings, Report No. UILU-ENG-95-2003, University of Illinois, Urbana-Champaign.
    • (1995)
    • Collins, K.R.1    Wen, Y.K.2    Foutch, D.A.3
  • 6
    • 0024606872 scopus 로고
    • Seismic failure rates of multistory frames
    • Esteva, L., and Ruiz, S. E., 1989. Seismic failure rates of multistory frames, J. Struct. Eng. 115, 268-284.
    • (1989) J. Struct. Eng , vol.115 , pp. 268-284
    • Esteva, L.1    Ruiz, S.E.2
  • 8
    • 34250768028 scopus 로고
    • Nonlinear seismic analysis and design of reinforced concrete buildings
    • Fajfar, P, and Krawinkler, H, Eds, Bled, Slovenia, Elsevier Applied Science
    • Fajfar, P., and Krawinkler, H., (Eds.), 1992. Nonlinear seismic analysis and design of reinforced concrete buildings, Workshop, Bled, Slovenia, Elsevier Applied Science.
    • (1992) Workshop
  • 9
    • 34250709357 scopus 로고    scopus 로고
    • Application of uniform hazard energy spectra in reliability-based seismic design
    • Boston, Mass, July 21-25
    • Ghosh, S., and Collins, K. R., 2002. Application of uniform hazard energy spectra in reliability-based seismic design, 7th U. S. National Conference on Earthquake Engineering, Boston, Mass., July 21-25.
    • (2002) 7th U. S. National Conference on Earthquake Engineering
    • Ghosh, S.1    Collins, K.R.2
  • 10
    • 0024055289 scopus 로고
    • Mexico earthquake of September 19, 1985: Nonstationary models of seismic ground acceleration
    • Grigoriu, M., Ruiz, S. E., and Rosenblueth, E., 1988. Mexico earthquake of September 19, 1985: Nonstationary models of seismic ground acceleration, Earthquake Spectra 4, 551-568.
    • (1988) Earthquake Spectra , vol.4 , pp. 551-568
    • Grigoriu, M.1    Ruiz, S.E.2    Rosenblueth, E.3
  • 11
    • 0042628978 scopus 로고
    • Seismic hazard analysis of MDOF structures
    • Mexico City, pp
    • Inoue, T., and Cornell, C. A., 1991. Seismic hazard analysis of MDOF structures, Proceedings of the ICASP6, Mexico City, pp. 437-444.
    • (1991) Proceedings of the ICASP6 , pp. 437-444
    • Inoue, T.1    Cornell, C.A.2
  • 13
    • 33645937288 scopus 로고    scopus 로고
    • Seismic design method for reliability-based rehabilitation of buildings
    • Montiel, M. A., and Ruiz, S. E., 2006. Seismic design method for reliability-based rehabilitation of buildings, Earthquake Spectra 22, 189-214.
    • (2006) Earthquake Spectra , vol.22 , pp. 189-214
    • Montiel, M.A.1    Ruiz, S.E.2
  • 14
    • 0030135755 scopus 로고    scopus 로고
    • Energy input and dissipation behavior of structures with hysteretic dampers
    • Nakashima, M., Saburi, K., and Tsuji, B., 1996. Energy input and dissipation behavior of structures with hysteretic dampers, Earthquake Eng. Struct. Dyn. 25, 483-496.
    • (1996) Earthquake Eng. Struct. Dyn , vol.25 , pp. 483-496
    • Nakashima, M.1    Saburi, K.2    Tsuji, B.3
  • 15
    • 34250752111 scopus 로고    scopus 로고
    • Qi, X., and Moehle, J. P., 1991. Displacement Design Approach for Reinforced Concrete Structures Subjected to Earthquakes, Report No. UCB/EERC-91/02, University of California, Berkeley.
    • Qi, X., and Moehle, J. P., 1991. Displacement Design Approach for Reinforced Concrete Structures Subjected to Earthquakes, Report No. UCB/EERC-91/02, University of California, Berkeley.
  • 17
    • 0035413718 scopus 로고    scopus 로고
    • Performance-based design approach for seismic rehabilitation of buildings with displacement-dependent dissipators
    • Ruiz, S. E., and Badillo, H., 2001. Performance-based design approach for seismic rehabilitation of buildings with displacement-dependent dissipators, Earthquake Spectra 17, 531-548.
    • (2001) Earthquake Spectra , vol.17 , pp. 531-548
    • Ruiz, S.E.1    Badillo, H.2
  • 18
    • 85040154498 scopus 로고
    • Simple and Complex Model for Nonlinear Seismic Response of Reinforced Concrete Structures
    • Report UILU-ENG-79-2031, Department of Civil Engineering, University of Illinois, Urbana
    • Saiidi, M., and Sozen, M. A., 1979. Simple and Complex Model for Nonlinear Seismic Response of Reinforced Concrete Structures, Report UILU-ENG-79-2031, Department of Civil Engineering, University of Illinois, Urbana.
    • (1979)
    • Saiidi, M.1    Sozen, M.A.2
  • 19
    • 0023544178 scopus 로고
    • Seismic hazard analysis based on limit state structural damage
    • University of British Columbia, Vancouver, Canada
    • Sewell, R. T., and Cornell, C. A., 1987. Seismic hazard analysis based on limit state structural damage, Proceedings of the 5th ICASP, University of British Columbia, Vancouver, Canada.
    • (1987) Proceedings of the 5th ICASP
    • Sewell, R.T.1    Cornell, C.A.2
  • 20
    • 0003936224 scopus 로고    scopus 로고
    • Probabilistic Seismic Demand Analysis of Nonlinear Structures
    • Report No. RMS.35, Department of Civil Engineering, Stanford University, Palo Alto, Calif
    • Shome, N., and Cornell, C. A., 1999. Probabilistic Seismic Demand Analysis of Nonlinear Structures, Report No. RMS.35, Department of Civil Engineering, Stanford University, Palo Alto, Calif.
    • (1999)
    • Shome, N.1    Cornell, C.A.2
  • 21
    • 85127158852 scopus 로고    scopus 로고
    • Torres, M. A., and Ruiz, S. E., 2004. Design algorithm based on probabilistic seismic demands for buildings rehabilitated with hysteretic ED devices, Earthquake Spectra 20, 503-521.
    • Torres, M. A., and Ruiz, S. E., 2004. Design algorithm based on probabilistic seismic demands for buildings rehabilitated with hysteretic ED devices, Earthquake Spectra 20, 503-521.
  • 22
    • 0027341616 scopus 로고
    • Design of steel triangular plate energy absorbers for seismic-resistant construction
    • Tsai, K.-Ch., Chen, H.-W., Hong, Ch.-P., and Su, Y.-F., 1993. Design of steel triangular plate energy absorbers for seismic-resistant construction, Earthquake Spectra 9, 505-528.
    • (1993) Earthquake Spectra , vol.9 , pp. 505-528
    • Tsai, K.-C.1    Chen, H.-W.2    Hong, C.-P.3    Su, Y.-F.4
  • 23
    • 0001299234 scopus 로고
    • Building reliability and code calibration
    • Wen, Y. K., 1995. Building reliability and code calibration, Earthquake Spectra 11, 269-296.
    • (1995) Earthquake Spectra , vol.11 , pp. 269-296
    • Wen, Y.K.1
  • 24
    • 0035743205 scopus 로고    scopus 로고
    • Reliability and performance-bascd design
    • Wen, Y. K., 2001. Reliability and performance-bascd design, Struct. Safety 23, 407-428.
    • (2001) Struct. Safety , vol.23 , pp. 407-428
    • Wen, Y.K.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.