메뉴 건너뛰기




Volumn 33, Issue 12, 2011, Pages 3409-3421

Developing fragility curves based on neural network IDA predictions

Author keywords

Fragility analysis; Harmony search; Incremental dynamic analysis; Neural networks; Reinforced concrete buildings; Vertical statistics

Indexed keywords

3D REINFORCED CONCRETE; ACCURATE PREDICTION; ALGORITHMIC SOLUTIONS; COMPUTATIONAL EFFORT; COMPUTATIONAL TIME; COMPUTING SYSTEM; FRAGILITY ANALYSIS; FRAGILITY ASSESSMENT; FRAGILITY CURVES; HARMONY SEARCH; INCREMENTAL DYNAMIC ANALYSIS; STRUCTURAL RESPONSE; STRUCTURAL SYSTEMS; VERTICAL STATISTICS;

EID: 81155124032     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2011.07.005     Document Type: Article
Times cited : (109)

References (38)
  • 1
    • 0019050995 scopus 로고
    • Probabilistic seismic safety study of an existing nuclear power plant
    • Kennedy R.P., Cornell C.A., Campbell R.D., Kaplan S., Perla H.F. Probabilistic seismic safety study of an existing nuclear power plant. Nucl Eng Des 1980, 59(2):315-338.
    • (1980) Nucl Eng Des , vol.59 , Issue.2 , pp. 315-338
    • Kennedy, R.P.1    Cornell, C.A.2    Campbell, R.D.3    Kaplan, S.4    Perla, H.F.5
  • 2
    • 0031272588 scopus 로고    scopus 로고
    • Development of building damage functions for earthquake loss estimation
    • Kircher C.A., Nassar A.A., Kustu O., Holmes W.T. Development of building damage functions for earthquake loss estimation. Earthq Spectra 1997, 13(4):663-682.
    • (1997) Earthq Spectra , vol.13 , Issue.4 , pp. 663-682
    • Kircher, C.A.1    Nassar, A.A.2    Kustu, O.3    Holmes, W.T.4
  • 3
    • 0034541553 scopus 로고    scopus 로고
    • Statistical analysis of fragility curves
    • Shinozuka M., Feng M.Q., Lee J., Naganuma T. Statistical analysis of fragility curves. J Eng Mech 2000, 126(12):1224-1231.
    • (2000) J Eng Mech , vol.126 , Issue.12 , pp. 1224-1231
    • Shinozuka, M.1    Feng, M.Q.2    Lee, J.3    Naganuma, T.4
  • 4
    • 0035545732 scopus 로고    scopus 로고
    • Earthquake risk assessment of building structures
    • Ellingwood B.R. Earthquake risk assessment of building structures. Reliab Eng Syst Saf 2001, 74(3):251-262.
    • (2001) Reliab Eng Syst Saf , vol.74 , Issue.3 , pp. 251-262
    • Ellingwood, B.R.1
  • 6
    • 24144495295 scopus 로고    scopus 로고
    • The role of fragility assessment in consequence-based engineering
    • Wen Y.K., Ellingwood B.R. The role of fragility assessment in consequence-based engineering. Earthq Spectra 2005, 21(3):861-877.
    • (2005) Earthq Spectra , vol.21 , Issue.3 , pp. 861-877
    • Wen, Y.K.1    Ellingwood, B.R.2
  • 7
    • 19044382381 scopus 로고    scopus 로고
    • Probability-based seismic response analysis
    • Aslani H., Miranda E. Probability-based seismic response analysis. Eng Struct 2005, 27(8):1151-1163.
    • (2005) Eng Struct , vol.27 , Issue.8 , pp. 1151-1163
    • Aslani, H.1    Miranda, E.2
  • 8
    • 33645908780 scopus 로고    scopus 로고
    • Fragility functions for older reinforced concrete beam-column joints
    • Pagni C.A., Lowes L.N. Fragility functions for older reinforced concrete beam-column joints. Earthq Spectra 2006, 22(1):215-238.
    • (2006) Earthq Spectra , vol.22 , Issue.1 , pp. 215-238
    • Pagni, C.A.1    Lowes, L.N.2
  • 9
    • 33751525407 scopus 로고    scopus 로고
    • A hybrid method for the vulnerability assessment of R/C and URM buildings
    • Kappos A.J., Panagopoulos G., Panagiotopoulos C., Penelis G. A hybrid method for the vulnerability assessment of R/C and URM buildings. Bull Earthq Eng 2006, 4(4):391-413.
    • (2006) Bull Earthq Eng , vol.4 , Issue.4 , pp. 391-413
    • Kappos, A.J.1    Panagopoulos, G.2    Panagiotopoulos, C.3    Penelis, G.4
  • 10
    • 34247475833 scopus 로고    scopus 로고
    • Probabilistic fragility analysis parameterized by fundamental response quantities
    • Jeong S.H., Elnashai A.S. Probabilistic fragility analysis parameterized by fundamental response quantities. Eng Struct 2007, 29(6):1238-1251.
    • (2007) Eng Struct , vol.29 , Issue.6 , pp. 1238-1251
    • Jeong, S.H.1    Elnashai, A.S.2
  • 11
    • 34250734450 scopus 로고    scopus 로고
    • Creating fragility functions for performance-based earthquake Engineering
    • Porter K., Kennedy R., Bachman R. Creating fragility functions for performance-based earthquake Engineering. Earthq Spectra 2007, 23(2):471-489.
    • (2007) Earthq Spectra , vol.23 , Issue.2 , pp. 471-489
    • Porter, K.1    Kennedy, R.2    Bachman, R.3
  • 12
    • 43449099748 scopus 로고    scopus 로고
    • Probabilistic fragility analysis of RC buildings designed with different rules
    • Lagaros N.D. Probabilistic fragility analysis of RC buildings designed with different rules. Earthq Eng Eng Vib 2008, 7(1):45-56.
    • (2008) Earthq Eng Eng Vib , vol.7 , Issue.1 , pp. 45-56
    • Lagaros, N.D.1
  • 13
    • 36849047741 scopus 로고    scopus 로고
    • Fragility assessment of steel frames using neural networks
    • Lagaros N.D., Fragiadakis M. Fragility assessment of steel frames using neural networks. Earthq Spectra 2007, 3(4):735-752.
    • (2007) Earthq Spectra , vol.3 , Issue.4 , pp. 735-752
    • Lagaros, N.D.1    Fragiadakis, M.2
  • 14
    • 39649083583 scopus 로고    scopus 로고
    • Vulnerability analysis of large concrete dams using the continuum strong discontinuity approach and neural networks
    • Papadrakakis M., Papadopoulos V., Lagaros N.D., Oliver J., Huespe A.E., Sánchez P. Vulnerability analysis of large concrete dams using the continuum strong discontinuity approach and neural networks. Struct Saf 2008, 30(3):217-235.
    • (2008) Struct Saf , vol.30 , Issue.3 , pp. 217-235
    • Papadrakakis, M.1    Papadopoulos, V.2    Lagaros, N.D.3    Oliver, J.4    Huespe, A.E.5    Sánchez, P.6
  • 16
    • 0030244597 scopus 로고    scopus 로고
    • Structural reliability analysis of elastic-plastic structures using neural networks and Monte Carlo simulation
    • Papadrakakis M., Papadopoulos V., Lagaros N.D. Structural reliability analysis of elastic-plastic structures using neural networks and Monte Carlo simulation. Comput Methods Appl Mech Eng 1996, 136:145-163.
    • (1996) Comput Methods Appl Mech Eng , vol.136 , pp. 145-163
    • Papadrakakis, M.1    Papadopoulos, V.2    Lagaros, N.D.3
  • 17
    • 0037036340 scopus 로고    scopus 로고
    • Reliability-based structural optimization using neural networks and Monte Carlo simulation
    • Papadrakakis M., Lagaros N.D. Reliability-based structural optimization using neural networks and Monte Carlo simulation. Comput Methods Appl Mech Eng 2002, 191(32):3491-3507.
    • (2002) Comput Methods Appl Mech Eng , vol.191 , Issue.32 , pp. 3491-3507
    • Papadrakakis, M.1    Lagaros, N.D.2
  • 18
    • 81155156455 scopus 로고    scopus 로고
    • FEMA-National Institute of Building Sciences. HAZUS-MH MR1, Multi-hazard Loss Estimation Methodology Earthquake Model, Washington, DC
    • FEMA-National Institute of Building Sciences. HAZUS-MH MR1, Multi-hazard Loss Estimation Methodology Earthquake Model, Washington, DC, 2003.
    • (2003)
  • 19
    • 20444466485 scopus 로고    scopus 로고
    • A new meta-heuristic algorithm for continuous engineering optimization: harmony search theory and practice
    • Lee K.S., Geem Z.W. A new meta-heuristic algorithm for continuous engineering optimization: harmony search theory and practice. Comput Methods Appl Mech Eng 2005, 194(36-38):3902-3933.
    • (2005) Comput Methods Appl Mech Eng , vol.194 , Issue.36-38 , pp. 3902-3933
    • Lee, K.S.1    Geem, Z.W.2
  • 21
    • 0034974417 scopus 로고    scopus 로고
    • A new heuristic optimization algorithm: harmony search
    • Geem Z.W., Kim J.H., Loganathan G.V. A new heuristic optimization algorithm: harmony search. Simulation 2001, 76:60-68.
    • (2001) Simulation , vol.76 , pp. 60-68
    • Geem, Z.W.1    Kim, J.H.2    Loganathan, G.V.3
  • 22
    • 3042587107 scopus 로고    scopus 로고
    • Comparing the adequacy of alternative ground motion intensity measures for the estimation of structural responses
    • Giovenale P., Cornell C.A., Esteva L. Comparing the adequacy of alternative ground motion intensity measures for the estimation of structural responses. Earthq Eng Struct Dyn 2004, 33(8):951-979.
    • (2004) Earthq Eng Struct Dyn , vol.33 , Issue.8 , pp. 951-979
    • Giovenale, P.1    Cornell, C.A.2    Esteva, L.3
  • 24
    • 81155147524 scopus 로고    scopus 로고
    • FEMA 273. NEHRP Guidelines for seismic rehabilitation of buildings. Federal Emergency Management Agency, Washington, DC
    • FEMA 273. NEHRP Guidelines for seismic rehabilitation of buildings. Federal Emergency Management Agency, Washington, DC, 1997.
    • (1997)
  • 25
    • 81155156457 scopus 로고    scopus 로고
    • Applied soft computing for optimum design of structures, Struct Multidisci Optim.
    • Lagaros ND, Papadrakakis M. 2010. Applied soft computing for optimum design of structures, Struct Multidisci Optim.
    • (2010)
    • Lagaros, N.D.1    Papadrakakis, M.2
  • 26
    • 84943274699 scopus 로고
    • A direct adaptive method for faster back-propagation learning: the RPROP algorithm, In: Ruspini H (Ed.), Proc of the IEEE Int Conf on Neural Networks (ICNN), San Francisco, USA
    • Riedmiller M, Braun H. 1993 A direct adaptive method for faster back-propagation learning: the RPROP algorithm, In: Ruspini H (Ed.), Proc of the IEEE Int Conf on Neural Networks (ICNN), San Francisco, USA, p 586-591.
    • (1993) , pp. 586-591
    • Riedmiller, M.1    Braun, H.2
  • 27
    • 0942279020 scopus 로고    scopus 로고
    • Improving the condition of the Jacobian in neural network training
    • Lagaros N.D., Papadrakakis M. Improving the condition of the Jacobian in neural network training. Adv Eng Softw 2004, 35(1):9-25.
    • (2004) Adv Eng Softw , vol.35 , Issue.1 , pp. 9-25
    • Lagaros, N.D.1    Papadrakakis, M.2
  • 29
    • 0037212955 scopus 로고    scopus 로고
    • On Latin hypercube sampling for structural reliability analysis
    • Olsson A., Sandberg G., Dahlblom O. On Latin hypercube sampling for structural reliability analysis. Struct Saf 2003, 25(1):47-68.
    • (2003) Struct Saf , vol.25 , Issue.1 , pp. 47-68
    • Olsson, A.1    Sandberg, G.2    Dahlblom, O.3
  • 30
    • 78650075589 scopus 로고    scopus 로고
    • Economic building design based on energy dissipation: a critical assessment
    • Mitropoulou ChCh, Lagaros N.D., Papadrakakis M. Economic building design based on energy dissipation: a critical assessment. Bull Earthq Eng 2010, 8(6):1375-1396.
    • (2010) Bull Earthq Eng , vol.8 , Issue.6 , pp. 1375-1396
    • Mitropoulou, C.1    Lagaros, N.D.2    Papadrakakis, M.3
  • 31
    • 79961009617 scopus 로고    scopus 로고
    • Life-cycle cost assessment of optimally designed reinforced concrete buildings under seismic actions
    • Mitropoulou ChCh, Lagaros ND, Papadrakakis M Life-cycle cost assessment of optimally designed reinforced concrete buildings under seismic actions. Reliability Engineering & System Safety 2011, 96(10):1311-1331.
    • (2011) Reliability Engineering & System Safety , vol.96 , Issue.10 , pp. 1311-1331
    • Mitropoulou, C.1    Lagaros, N.D.2    Papadrakakis, M.3
  • 33
    • 59149104898 scopus 로고    scopus 로고
    • Modelling, analysis and reliability of seismically excited structures: computational issues
    • Fragiadakis M., Papadrakakis M. Modelling, analysis and reliability of seismically excited structures: computational issues. Int J Comput Methods 2008, 5(4):483-511.
    • (2008) Int J Comput Methods , vol.5 , Issue.4 , pp. 483-511
    • Fragiadakis, M.1    Papadrakakis, M.2
  • 34
    • 0000871625 scopus 로고
    • Flexural members with confined concrete
    • Kent D.C., Park R. Flexural members with confined concrete. J Struct Div 1971, 97(7):1969-1990.
    • (1971) J Struct Div , vol.97 , Issue.7 , pp. 1969-1990
    • Kent, D.C.1    Park, R.2
  • 35
    • 81155147490 scopus 로고
    • Method of analysis for cyclically loaded reinforced concrete plane frames including changes in geometry and non-elastic behaviour of elements under combined normal force and bending. In: Proceedings, IABSE symposium on resistance and ultimate deformability of structures acted on by well defined repeated loads:
    • Menegotto M, Pinto PE. Method of analysis for cyclically loaded reinforced concrete plane frames including changes in geometry and non-elastic behaviour of elements under combined normal force and bending. In: Proceedings, IABSE symposium on resistance and ultimate deformability of structures acted on by well defined repeated loads: p. 15-22, 1973.
    • (1973) , pp. 15-22
    • Menegotto, M.1    Pinto, P.E.2
  • 36
    • 33748590533 scopus 로고    scopus 로고
    • Analysis of reinforced concrete elements including shear effects
    • Marini A., Spacone E. Analysis of reinforced concrete elements including shear effects. ACI Struct J 2006, 103(5):645-655.
    • (2006) ACI Struct J , vol.103 , Issue.5 , pp. 645-655
    • Marini, A.1    Spacone, E.2
  • 37
    • 81155156456 scopus 로고    scopus 로고
    • Pacific Earthquake Engineering Research (PEER). (last accessed November 2010).
    • Pacific Earthquake Engineering Research (PEER). (last accessed November 2010). http://peer.berkeley.edu/smcat/search.html/.
  • 38
    • 34248141625 scopus 로고    scopus 로고
    • An improved harmony search algorithm for solving optimization problems
    • Mahdavi M., Fesanghary M., Damangir E. An improved harmony search algorithm for solving optimization problems. Appl Math Comput 2007, 188(2):1567-1579.
    • (2007) Appl Math Comput , vol.188 , Issue.2 , pp. 1567-1579
    • Mahdavi, M.1    Fesanghary, M.2    Damangir, E.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.