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Volumn 93, Issue , 2007, Pages 3-12

Vulnerability functions and the influence of seismic design parameters on initial costs for buildings provided with hysteretic energy-dissipating devices

Author keywords

Costs; Energy dissipation; Reinforced concrete buildings; Vulnerability curves

Indexed keywords

CONCRETE BUILDINGS; COSTS; ENERGY DISSIPATION; HYSTERESIS; PARAMETER ESTIMATION; REINFORCED CONCRETE;

EID: 38849195538     PISSN: 17433509     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.2495/ERES070011     Document Type: Conference Paper
Times cited : (3)

References (11)
  • 1
    • 38849132713 scopus 로고    scopus 로고
    • Whitman, R.V., Biggs, J.M., Brennan, J., Cornel CA., de Neufville, R. & Vanmarcke, E, Summary of methodology and pilot application. Seismic decision Analysis Report No. 9, MIT Dept of Civil Engineering, Cambridge, MA, Oct, 1973.
    • Whitman, R.V., Biggs, J.M., Brennan, J., Cornel CA., de Neufville, R. & Vanmarcke, E, Summary of methodology and pilot application. Seismic decision Analysis Report No. 9, MIT Dept of Civil Engineering, Cambridge, MA, Oct, 1973.
  • 3
    • 0021585256 scopus 로고
    • Economics of seismic design for new buildings
    • Dec
    • Ferrito, J.M., Economics of seismic design for new buildings, Journal of Structural Engineering, ASCE 110(12), pp 2925-2937, Dec, 1984.
    • (1984) Journal of Structural Engineering, ASCE , vol.110 , Issue.12 , pp. 2925-2937
    • Ferrito, J.M.1
  • 4
    • 0023544165 scopus 로고    scopus 로고
    • Rosenblueth, E., What should we do with structural reliabilities, Reliability and Risk Analysis of Statistics and Probability in Soil and Structural Engineering, Waterloo, Ontario, pp 24-34, May, 1987.
    • Rosenblueth, E., What should we do with structural reliabilities, Reliability and Risk Analysis of Statistics and Probability in Soil and Structural Engineering, Waterloo, Ontario, pp 24-34, May, 1987.
  • 8
    • 0036306785 scopus 로고    scopus 로고
    • Life-cycle optimization in the establishment of performance-acceptance parameters for seismic design
    • Esteva, L., Díaz, O., García-Pérez, J., Sierra, G., & Ismael, E., Life-cycle optimization in the establishment of performance-acceptance parameters for seismic design, Structural Safety, 24 (2-4), pp. 187-204, 2002.
    • (2002) Structural Safety , vol.24 , Issue.2-4 , pp. 187-204
    • Esteva, L.1    Díaz, O.2    García-Pérez, J.3    Sierra, G.4    Ismael, E.5
  • 9
    • 84903373853 scopus 로고    scopus 로고
    • Initial cost and seismic vulnerability functions for buildings with energy-dissipating devices
    • Rome, Italy, WIT Press, Jun
    • García-Pérez, J., Zenteno, M., & Díaz, O., Initial cost and seismic vulnerability functions for buildings with energy-dissipating devices, First International Conference on Safety and Security Engineering, Rome, Italy, WIT Press, 82, pp. 161-170, Jun, 2005.
    • (2005) First International Conference on Safety and Security Engineering , vol.82 , pp. 161-170
    • García-Pérez, J.1    Zenteno, M.2    Díaz, O.3
  • 10
    • 0003834470 scopus 로고    scopus 로고
    • Federal District Building Code and its Complementary Technical Norms RCDF, México, DF, in Spanish
    • Federal District Building Code and its Complementary Technical Norms (RCDF), Diario Oficial de la Federación, México, DF, 2004, (in Spanish)
    • (2004) Diario Oficial de la Federación


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.