Stay Cable Tension Estimation of Cable-Stayed Bridges Using Genetic Algorithm and Particle Swarm Optimization

[1]  Jian Li,et al.  Statistical Analysis of Modal Properties of a Cable-Stayed Bridge through Long-Term Wireless Structural Health Monitoring , 2017 .

[2]  Arthur J. Helmicki,et al.  Stay Force Estimation in Cable-Stayed Bridges Using Stochastic Subspace Identification Methods , 2017 .

[3]  Mahdi Hasanlou,et al.  Integration of genetic algorithm and multiple kernel support vector regression for modeling urban growth , 2017, Comput. Environ. Urban Syst..

[4]  Yun Zhou,et al.  Structural Identification of a Concrete-Filled Steel Tubular Arch Bridge via Ambient Vibration Test Data , 2017 .

[5]  E. Nikmanesh,et al.  Pareto design of Load Frequency Control for interconnected power systems based on multi-objective uniform diversity genetic algorithm (MUGA) , 2016 .

[6]  Farhad Ansari,et al.  Recursive optimization method for monitoring of tension loss in cables of cable-stayed bridges , 2016 .

[7]  Manish Kumar,et al.  Grey wolf optimization based sense and avoid algorithm for UAV path planning in uncertain environment using a Bayesian framework , 2016, 2016 International Conference on Unmanned Aircraft Systems (ICUAS).

[8]  Todd Taylor,et al.  Detection of Tension Loss in Cables of Cable-Stayed Bridges by Distributed Monitoring of Bridge Deck Strains , 2016 .

[9]  B. Walczak,et al.  Particle swarm optimization (PSO). A tutorial , 2015 .

[10]  Arthur J. Helmicki,et al.  Structural Health Monitoring System for Ironton-Russell Bridge, Ohio and Kentucky , 2015 .

[11]  Álvaro Cunha,et al.  Dynamic testing of cable structures , 2015 .

[12]  Fereidoon Moghadas Nejad,et al.  Comparison between GA and PSO in Analyzing Pavement Management Activities , 2014 .

[13]  Guido De Roeck,et al.  Fully automated (operational) modal analysis , 2012 .

[14]  Zhi Fang,et al.  Practical Formula for Cable Tension Estimation by Vibration Method , 2012 .

[15]  Filipe Magalhães,et al.  Explaining operational modal analysis with data from an arch bridge , 2011 .

[16]  A. Ghanbarzadeh,et al.  Application of PSO (particle swarm optimization) and GA (genetic algorithm) techniques on demand est , 2010 .

[17]  Filipe Magalhães,et al.  Ambient vibration re-testing and operational modal analysis of the Humber Bridge , 2010 .

[18]  Luca Caracoglia,et al.  Effectiveness of cable networks of various configurations in suppressing stay-cable vibration , 2009 .

[19]  Filipe Magalhães,et al.  Online automatic identification of the modal parameters of a long span arch bridge , 2009 .

[20]  Marcelo A. Ceballos,et al.  Determination of the axial force on stay cables accounting for their bending stiffness and rotational end restraints by free vibration tests , 2008 .

[21]  Giuseppe Ricciardi,et al.  A continuous vibration analysis model for cables with sag and bending stiffness , 2008 .

[22]  Armin B. Mehrabi,et al.  In-Service Evaluation of Cable-Stayed Bridges, Overview of Available Methods, and Findings , 2006 .

[23]  Najib Bouaanani.  Numerical investigation of the modal sensitivity of suspended cables with localized damage , 2006 .

[24]  Wei-Xin Ren,et al.  Empirical formulas to estimate cable tension by cable fundamental frequency , 2005 .

[25]  O. Weck,et al.  A COMPARISON OF PARTICLE SWARM OPTIMIZATION AND THE GENETIC ALGORITHM , 2005 .

[26]  Donald E. Grierson,et al.  Comparison among five evolutionary-based optimization algorithms , 2005, Adv. Eng. Informatics.

[27]  Maurice Clerc,et al.  The particle swarm - explosion, stability, and convergence in a multidimensional complex space , 2002, IEEE Trans. Evol. Comput..

[28]  R. Eberhart,et al.  Comparing inertia weights and constriction factors in particle swarm optimization , 2000, Proceedings of the 2000 Congress on Evolutionary Computation. CEC00 (Cat. No.00TH8512).

[29]  H. Tabatabai,et al.  UNIFIED FINITE DIFFERENCE FORMULATION FOR FREE VIBRATION OF CABLES , 1998 .

[30]  Habib Tabatabai,et al.  Bridge stay cable condition assessment using vibration measurement techniques , 1998, Smart Structures.

[31]  Hiroki Yamaguchi,et al.  Damping effects of cable cross ties in cable-stayed bridges , 1995 .

[32]  Darrell Whitley,et al.  A genetic algorithm tutorial , 1994, Statistics and Computing.

[33]  Hiroshi Zui,et al.  Practical Formulas for Estimation of Cable Tension by Vibration Method , 1980 .

[34]  H. M. Irvine,et al.  The linear theory of free vibrations of a suspended cable , 1974, Proceedings of the Royal Society of London. A. Mathematical and Physical Sciences.