Optimal seismic design for limited planning time horizon with detailed seismic hazard information

Structural Safety

Volumn 28, Issue 3, 2006, Pages 247-260

  Goda, K ^a   Hong, H P ^a  

^a UNIVERSITY OF WESTERN ONTARIO   (Canada)

Author keywords

Damage cost; Optimal design; Planning time; Time dependent seismic hazard

Indexed keywords

ALGORITHMS; COMPUTER SIMULATION; EARTHQUAKE RESISTANCE; EARTHQUAKES; POISSON RATIO; SEISMOLOGY; SENSITIVITY ANALYSIS; STATISTICAL METHODS; STEEL STRUCTURES;

DAMAGE COST; OPTIMAL SEISMIC DESIGN; PLANNING TIME; SEISMIC HAZARD INFORMATION; TIME-DEPENDENT SEISMIC HAZARD;

STRUCTURAL DESIGN;

ALGORITHMS; COMPUTER SIMULATION; EARTHQUAKE RESISTANCE; EARTHQUAKES; POISSON RATIO; SEISMOLOGY; SENSITIVITY ANALYSIS; STATISTICAL METHODS; STEEL STRUCTURES; STRUCTURAL DESIGN;

EID: 33644587855     PISSN: 01674730     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.strusafe.2005.08.001     Document Type: Article

References (20)

1. E. Rosenblueth Optimum reliabilities and optimum design Struct Saf 3 1986 187-204
2. E. Rosenblueth Optimum design for infrequent disturbances ASCE J Struct Div 102 1976 1807-1825
3. E. Rosenblueth J.M. Jara Constant versus time dependent seismic design coefficients Proceedings of the 3rd IFIP WG 7.5 conference on reliability and optimization of structural systems '90 1991 Springer-Verlag Berlin 315-327
4. A.M. Hasofer R. Rackwitz Time-dependent models for code optimization Proceedings of the ICASP8 conference vol. 1 2000 Balkema Rotterdam 151-158
5. E. Rackwitz Optimization - the basis of code-making and reliability verification Struct Saf 22 2000 27-60
6. Y.J. Kang Y.K. Wen Minimum lifecycle cost structural design against natural hazards Structural research series no. 629 2000 University of Illinois Urbana-Champaign (IL)
7. Adams J, Halchuk S. Fourth generation seismic hazard maps of Canada: values for over 650 Canadian localities intended for the 2005 National Building Code of Canada. Open-File 4459, Geological Survey of Canada, Ottawa; 2003.
8. L. Esteva O. Diaz-Lopez J. Garcia-Perez E.I. Sierra Life-cycle optimization in the establishment of performance-acceptance parameters for seismic design Struct Saf 24 2002 187-204
9. RS Means. Building construction cost data. 61th ed. Kingston (MA); 2003.
10. FEMA. A benefit-cost model for the seismic rehabilitation of buildings: a user's manual and supporting document - FEMA 227 & 228. Federal Emergency Management Agency, Washington DC; 1992.
11. FEMA/NIBS. HAZUS 99 - technical manual. Federal Emergency Management Agency and the National Institute of Building Sciences, Washington DC; 2000.
12. Onur T, Ventura CE, Finn WDL. Effect of earthquake probability level on loss estimations. Proceedings of the 13th World conference on earthquake engineering. Vancouver; 2004, Paper 2608.
13. S.K. Singh M. Rodriguez L. Esteva Statistics of small earthquakes and frequency of occurrence of large earthquakes along the Mexican subduction zone Bull Seism Soc Am 74 1983 2135-2158
14. H.P. Hong E. Rosenblueth Model for generation of subduction earthquakes Earthquake Spectra 4 1988 481-498
15. M.V. Matthews W.L. Ellsworth P.A. Reasenberg A Brownian model for recurrent earthquakes Bull Seism Soc Am 92 2002 2233-2250
16. A.K. Chopra Dynamics of structures: Theory and applications to earthquake engineering 2nd ed. 2001 Prentice-Hall Upper Saddle River (NJ)
17. H.P. Hong J. Jiang Ratio between inelastic and elastic responses with uncertain structural properties Can J Civil Eng 31 2004 703-711
18. Shome N, Cornell CA. Probabilistic seismic demand analysis of non-linear structures. Report RMS-35. Stanford (CA): Stanford University; 1999.
19. D. Mitchell R. Tremblay E. Karacabeyli P. Paultre M. Saatcioglu D.L. Anderson Seismic force modification factors for the proposed 2005 edition of the National Building Code of Canada Can J Civil Eng 30 2003 308-327
20. K. Satake K. Shimazaki Y. Tsuji K. Ueda Time and size of a giant earthquake in Cascadia inferred from Japanese tsunami records of 1700 Nature 379 1996 246-249