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REFERENCIAS  BIBLIOGRAFICAS  DE LA INGENIERIA CIVIL
ACM ACM Begambre, O. and Laier, J. E. 2009. A hybrid Particle Swarm Optimization - Simplex algorithm (PSOS) for structural damage identification. Adv. Eng. Softw. 40, 9 (Sep. 2009), 883-891. DOI= http://dx.doi.org/10.1016/j.advengsoft.2009.01.004    
NDLTD NDLTD Submitted to the Office of Graduate Studies of Texas A&M University in partial fulfillment of the requirements for the degree of DOCTOR OF PHILOSOPHY
METABUSCADORES METABUSCADORES Recurso:  AcademicSearch Complete (EBSCO)  Título:  A hybrid Particle Swarm Optimization - Simplex algorithm (PSOS) for structural damage identification.  Autor:  Begambre, O. Laier, J.E.  Autor Adic./ Editor:  Begambre, O. Laier, J.E.  Cita:  Advances in Engineering Software Sep2009, Vol. 40 Issue 9, p883-891  Año:  2009  Resumen:  Abstract: This study proposes a new PSOS-model based damage identification procedure using frequency domain data. The formulation of the objective function for the minimization problem is based on the Frequency Response Functions (FRFs) of the system. A novel strategy for the control of the Particle Swarm Optimization (PSO) parameters based on the Nelder-Mead algorithm (Simplex method) is presented; consequently, the convergence of the PSOS becomes independent of the heuristic constants and its stability and confidence are enhanced. The formulated hybrid method performs better in different benchmark functions than the Simulated Annealing (SA) and the basic PSO (PSO<sub>b</sub>). Two damage identification problems, taking into consideration the effects of noisy and incomplete data, were studied: first, a 10-bar truss and second, a cracked free-free beam, both modeled with finite elements. In these cases, the damage location and extent were successfully determined. Finally, a non-linear oscillator (Duffing oscillator) was identified by PSOS providing good results. [Copyright 2009 Elsevier]
PROQUEST Abstract (Summary) "Overthepastthreedays, theseoutstanding civil engineeringstudentshaveshownthattechnicalskillscombinedwithaninnatesense of creativity can turn a seeminglyimpossibletaskinto a reality," said ASCE president D. Wayne Klotz, P.E., D.WRE, F.ASCE.
JSTOR JSTOR   Relevance F. C. S. Schiller Mind, New Series, Vol. 21, No. 82 (Apr., 1912), pp. 153-166  Publishedby: Oxford UniversityPressonbehalf of theMindAssociation Stable URL: http://www.jstor.org/stable/2248674

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Referencias Bibliograficas De La Ingenieria Civil

  • 1. REFERENCIAS BIBLIOGRAFICAS DE LA INGENIERIA CIVIL
  • 2. ACM ACM Begambre, O. and Laier, J. E. 2009. A hybrid Particle Swarm Optimization - Simplex algorithm (PSOS) for structural damage identification. Adv. Eng. Softw. 40, 9 (Sep. 2009), 883-891. DOI= http://dx.doi.org/10.1016/j.advengsoft.2009.01.004    
  • 3. NDLTD NDLTD Submitted to the Office of Graduate Studies of Texas A&M University in partial fulfillment of the requirements for the degree of DOCTOR OF PHILOSOPHY
  • 4. METABUSCADORES METABUSCADORES Recurso: AcademicSearch Complete (EBSCO) Título: A hybrid Particle Swarm Optimization - Simplex algorithm (PSOS) for structural damage identification. Autor: Begambre, O. Laier, J.E. Autor Adic./ Editor: Begambre, O. Laier, J.E. Cita: Advances in Engineering Software Sep2009, Vol. 40 Issue 9, p883-891 Año: 2009 Resumen: Abstract: This study proposes a new PSOS-model based damage identification procedure using frequency domain data. The formulation of the objective function for the minimization problem is based on the Frequency Response Functions (FRFs) of the system. A novel strategy for the control of the Particle Swarm Optimization (PSO) parameters based on the Nelder-Mead algorithm (Simplex method) is presented; consequently, the convergence of the PSOS becomes independent of the heuristic constants and its stability and confidence are enhanced. The formulated hybrid method performs better in different benchmark functions than the Simulated Annealing (SA) and the basic PSO (PSO<sub>b</sub>). Two damage identification problems, taking into consideration the effects of noisy and incomplete data, were studied: first, a 10-bar truss and second, a cracked free-free beam, both modeled with finite elements. In these cases, the damage location and extent were successfully determined. Finally, a non-linear oscillator (Duffing oscillator) was identified by PSOS providing good results. [Copyright 2009 Elsevier]
  • 5. PROQUEST Abstract (Summary) "Overthepastthreedays, theseoutstanding civil engineeringstudentshaveshownthattechnicalskillscombinedwithaninnatesense of creativity can turn a seeminglyimpossibletaskinto a reality," said ASCE president D. Wayne Klotz, P.E., D.WRE, F.ASCE.
  • 6. JSTOR JSTOR   Relevance F. C. S. Schiller Mind, New Series, Vol. 21, No. 82 (Apr., 1912), pp. 153-166 Publishedby: Oxford UniversityPressonbehalf of theMindAssociation Stable URL: http://www.jstor.org/stable/2248674