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Volumn 124, Issue 8, 1998, Pages 905-912

Displacement Estimates for Performance-Based Seismic Design

Author keywords

[No Author keywords available]

Indexed keywords

BUILDINGS; DEGREES OF FREEDOM (MECHANICS); DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE; ELASTICITY; STATISTICAL METHODS; STIFFNESS; STRUCTURAL ANALYSIS; YIELD STRESS;

EID: 0032140793     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1998)124:8(905)     Document Type: Article
Times cited : (114)

References (16)
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  • 2
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  • 4
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    • (1995) Rep. FEMA 222A
  • 5
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    • Federal Emergency Management Agency. Washington, D.C.
    • Federal Emergency Management Agency. (1998). "NEHRP provisions for the seismic rehabilitation of buildings." Rep. FEMA 273 (Guidelines) and 274 (Commentary), Washington, D.C.
    • (1998) Rep. FEMA 273 (Guidelines) and 274 (Commentary)
  • 6
    • 0001329961 scopus 로고
    • New trends in seismic design methodology
    • A. A. Balkema, Rotterdam, The Netherlands
    • Krawinkler, H. (1994). "New trends in seismic design methodology." Proc., 10th Eur. Conf. in Earthquake Engrg., A. A. Balkema, Rotterdam, The Netherlands.
    • (1994) Proc., 10th Eur. Conf. in Earthquake Engrg.
    • Krawinkler, H.1
  • 9
    • 0003406889 scopus 로고
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    • National Center for Earthquake Engineering Research, Buffalo, N.Y.
    • Nagarajaiah, S., Reinhorn, A. M., and Constantinou, M. C. (1991). "3D- BASIS, nonlinear dynamic analysis of three-dimensional base isolated structures: Part 2." Rep. No. NCEER-91-0005, National Center for Earthquake Engineering Research, Buffalo, N.Y.
    • (1991) Rep. No. NCEER-91-0005 , vol.NCEER-91-0005
    • Nagarajaiah, S.1    Reinhorn, A.M.2    Constantinou, M.C.3
  • 10
    • 0003816497 scopus 로고
    • Rep. No. 95, John Blume Earthquake Engrg. Ctr., Dept. of Civ. Engrg., Stanford University, Stanford, Calif
    • Nassar, A. A., and Krawinkler, H. (1991). "Seismic demands for SDOF and MDOF systems." Rep. No. 95, John Blume Earthquake Engrg. Ctr., Dept. of Civ. Engrg., Stanford University, Stanford, Calif.
    • (1991) Seismic Demands for SDOF and MDOF Systems
    • Nassar, A.A.1    Krawinkler, H.2
  • 11
    • 0004062885 scopus 로고
    • Earthquake spectra and design
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    • Newmark, N. M., and Hall, W. J. (1982). "Earthquake spectra and design." EERI Monograph, Earthquake Engineering Research Institute, Oakland, Calif.
    • (1982) EERI Monograph
    • Newmark, N.M.1    Hall, W.J.2
  • 12
    • 0019112958 scopus 로고
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    • Newmark, N. M., and Riddell, R. (1980). "Inelastic spectra for seismic design." Proc., 7th World Conf. on Earthquake Engrg., Turkish National Committee on Earthquake Engineering, Ankara, Turkey.
    • (1980) Proc., 7th World Conf. on Earthquake Engrg.
    • Newmark, N.M.1    Riddell, R.2
  • 13
    • 0003815834 scopus 로고
    • Displacement-based approach for reinforced concrete structures subject to earthquakes
    • Earthquake Engrg. Res. Ctr., University of California, Berkeley, Calif
    • Qi, X., and Moehle, J. P. (1991). "Displacement-based approach for reinforced concrete structures subject to earthquakes." Rep. No. UCB/ EERC 91/02, Earthquake Engrg. Res. Ctr., University of California, Berkeley, Calif.
    • (1991) Rep. No. UCB/ EERC 91/02
    • Qi, X.1    Moehle, J.P.2
  • 14
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  • 15
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    • National Center for Earthquake Engineering Research, Buffalo, N.Y.
    • Tsopelas, P., Constantinou, M. C., Kircher, C. A., and Whittaker, A. S. (1997). "Evaluation of simplified methods of analysis for yielding structures." Rep. No. NCEER-97-0012, National Center for Earthquake Engineering Research, Buffalo, N.Y.
    • (1997) Rep. No. NCEER-97-0012 , vol.NCEER-97-0012
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  • 16
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.