Issue 5
Dec 2020
Turn off MathJax
Article Contents
JOURNAL OF MECHANICAL ENGINEERING  > 2020  >  34(5): 697-707.
Alireza MOJTAHEDI, Shahriar BAYBORDI, Amin FATHI, Aliakbar YAGHUBZADEH. A Hybrid Particle Swarm Optimization and Genetic Algorithm for Model Updating of A Pier-Type Structure Using Experimental Modal Analysis[J]. JOURNAL OF MECHANICAL ENGINEERING, 2020, 34(5): 697-707. doi: 10.1007/s13344-020-0060-2
Citation: Alireza MOJTAHEDI, Shahriar BAYBORDI, Amin FATHI, Aliakbar YAGHUBZADEH. A Hybrid Particle Swarm Optimization and Genetic Algorithm for Model Updating of A Pier-Type Structure Using Experimental Modal Analysis[J]. JOURNAL OF MECHANICAL ENGINEERING, 2020, 34(5): 697-707. doi: 10.1007/s13344-020-0060-2
shu

A Hybrid Particle Swarm Optimization and Genetic Algorithm for Model Updating of A Pier-Type Structure Using Experimental Modal Analysis

doi: 10.1007/s13344-020-0060-2
More Information
  • Corresponding author: Alireza MOJTAHEDI, E-mail: a.mojtahed@tabrizu.ac.ir
  • Received Date: 05 Mar 2020
  • Rev Recd Date: 16 Jun 2020
  • Accepted Date: 20 Jul 2020
    • Available Online: 12 May 2021
  • Publish Date: 10 Dec 2020
    Abstract
  • Conventional design of pier structures is based on the assumption of fully rigid joints. In practice, the real connections are semi-rigid that cause changes in dynamic characteristics. In this study, quality of the joints is investigated by considering changes in natural frequencies. For this purpose, numerical and experimental modal analyses are carried out on related physical model of a pier type structure. When numerical results are evaluated, natural frequencies generally do not match the expected experimental results. Uncertainties in different aspects of engineering problems are always a challenge for researchers. The numerical models which are constructed on the basis of highly idealized scheme may not be able to represent all of the physical aspects of the physical one. For this study, determination of percentage of semi-rigid joints is considered as an optimization problem based on the numerical and experimental frequencies. Probabilistic sensitivity analysis is also used to determine the search space. A new technique of optimization problem is solved by a combination of smart particle swarm optimization (PSO) and genetic algorithms, and a complicated and efficient system for model updating process is introduced. It is observed that the hybrid PSO-Genetic algorithm is applicable and appropriate in model updating process. It performs better than PSO algorithm, considering the good agreement between theoretical frequencies and experimental ones, before and after model updating.

     

    • FullText(HTML)
  • loading
    • References(33)
  • [1]
    Ali, A.F. and Tawhid, M.A., 2017. A hybrid particle swarm optimization and genetic algorithm with population partitioning for large scale optimization problems, Ain Shams Engineering Journal, 8(2), 191–206. doi: 10.1016/j.asej.2016.07.008
    [2]
    American Institute of Steel Construction (AISC), 1989. Manual of Steel Construction–Allowable Stress Design, Specification for Structural Steel Buildings, Allowable Stress Design and Plastic Design.
    [3]
    American Institute of Steel Construction (AISC), 1993. S342L-Load and Resistance Factor Design Specification for Structural Steel Buildings (LRFD).
    [4]
    Batou, A., 2015. A global/local probabilistic approach for reduced-order modeling adapted to the low- and mid-frequency structural dynamics, Computer Methods in Applied Mechanics and Engineering, 294, 123–140. doi: 10.1016/j.cma.2015.06.007
    [5]
    Bayat, M. and Zahrai, S.M., 2017. Seismic performance of mid-rise steel frames with semi-rigid connections having different moment capacity, Steel and Composite Structures, 25(1), 1–17.
    [6]
    Bradner, C., Schumacher, T., Cox, D. and Higgins, C., 2010. Experimental setup for a large-scale bridge superstructure model subjected to waves, Journal of Waterway,Port,Coastal,and Ocean Engineering, 137(1), 3–11. doi: 10.1061/(ASCE)WW.1943-5460.0000059
    [7]
    Chen, W.F. and Lui, E.M., 1987. Effects of joint flexibility on the behavior of steel frames, Computers & Structures, 26(5), 719–732.
    [8]
    Filho, M.S., Guimarães, M.J.R., Sahlit, C.L. and Brito, J.L.V., 2004. Wind pressures in framed structures with semi-rigid connections, Journal of the Brazilian Society of Mechanical Sciences and Engineering, 26(2), 180–189.
    [9]
    Feizi, M.G., Mojtahedi, A. and Nourani, V., 2015. Effect of semi-rigid connections in improvement of seismic performance of steel moment-resisting frames, Steel and Composite Structures, 19(2), 467–484. doi: 10.12989/scs.2015.19.2.467
    [10]
    Gupta, S. and Manohar, C.S., 2001. Reliability analysis of vibrating structures using stochastic finite element method and adaptive importance sampling, Proceedings of National Symposium on Advances in Structural Dynamics and Design, Madras.
    [11]
    Hadidi, A. and Rafiee, A., 2015. A new hybrid algorithm for simultaneous size and semi-rigid connection type optimization of steel frames, International Journal of Steel Structures, 15(1), 89–102. doi: 10.1007/s13296-015-3006-4
    [12]
    Iwan, W.D. and Huang, C.T., 1996. On the dynamic response of non-linear systems with parameter uncertainties, International Journal of Non-Linear Mechanics, 31(5), 631–645. doi: 10.1016/0020-7462(96)00027-3
    [13]
    Kennedy, J. and Eberhart, R., 1995. Particle swarm optimization, Proceedings of ICNN'95 - IEEE International Conference on Neural Network, Perth, WA, Australia.
    [14]
    Kim, S.Y., Shin, K.J., Lee, S.H. and Lee, H.D., 2016. Experimental investigation of beam-to-column connection with SHN490 steel under cyclic loading, International Journal of Steel Structures, 16(4), 1299–1307. doi: 10.1007/s13296-016-0092-x
    [15]
    Kohoutek, R., 1998. Nondestructive Evaluation of Connection Stiffness, in: Nondestructive Characterization of Materials, Green, R.E. (eds) , VIII. Springer, Boston, MA.
    [16]
    Koriga, S., Ihaddoudene, A.N.T. and Saïdani, M., 2019. Numerical model for the non-linear dynamic analysis of multi-storey structures with semi-rigid joints with specific reference to the Algerian code, Structures, 19, 184–192. doi: 10.1016/j.istruc.2019.01.008
    [17]
    McGuire, W., Gallagher, R.H. and Ziemian, R.D., 1999. Matrix Structural Analysis, John Wiley & Sons Inc., New York, USA.
    [18]
    Mojtahedi, A., Lotfollahi Yaghin, M.A., Hassanzadeh, Y., Abbasidoust, F., Ettefagh, M.M. and Aminfar, M.H., 2012. A robust damage detection method developed for offshore jacket platforms using modified artificial immune system algorithm, China Ocean Engineering, 26(3), 379–395. doi: 10.1007/s13344-012-0029-x
    [19]
    Mojtahedi, A., Hokmabady, H., Shakeryzad, A.S.Z. and Nassiraei, H., 2019. Establishment of a hybrid Fuzzy–Krill Herd approach for novelty detection applied to damage classification of offshore jacket-type structures, Journal of Marine Science and Technology, 24(3), 812–829. doi: 10.1007/s00773-018-0589-4
    [20]
    Moussemi, M., Nezamolmolki, D. and Aftabi Sani, A., 2016. Free vibration analysis of a steel T-Shape frame including semi-rigid Khorjini connection with continuous beam, International Journal of Steel Structures, 16(3), 657–669. doi: 10.1007/s13296-014-0209-z
    [21]
    Ozturk, A.U. and Catal, H.H., 2005. Dynamic analysis of semi-rigid frames, Mathematical and Computational Applications, 10(1), 1–8. doi: 10.3390/mca10010001
    [22]
    Poggi, C., 1988. A finite element model for the analysis of flexibly connected steel frames, International Journal for Numerical Methods in Engineering, 26(10), 2239–2254. doi: 10.1002/nme.1620261008
    [23]
    Qian, C., Shen, G.H., Guo, Y. and Xing, Y.L., 2017. Influence of semi-rigid connections on wind-induced responses of transmission towers, Journal of Zhejiang University(Engineering Science), 51(6), 1082–1089. (in Chinese)
    [24]
    Schüttrumpf, H., Kortenhaus, A., Fröhle, P. and Peters, K., 2008. Analysis of uncertainties in coastal structure design by expert judgement, Chinese-German Joint Symposium on Hydraulic and Ocean Engineering, Darmstadt.
    [25]
    Seiffert, B., Hayatdavoodi, M. and Ertekin, C., 2015. Experimental setup for a large-scale bridge superstructure model subjected to waves, Journal of Mechanics B/Fluids, 53, 191-205.
    [26]
    Soize, C., 2000. A nonparametric model of random uncertainties for reduced matrix models in structural dynamics, Probabilistic Engineering Mechanics, 15(3), 277–294. doi: 10.1016/S0266-8920(99)00028-4
    [27]
    Soleimani, E. and Behnamfar, F., 2017. New moment-rotation equation for welded steel beam-to-column connections, International Journal of Steel Structures, 17(2), 389–411. doi: 10.1007/s13296-017-6003-y
    [28]
    Türker, T., Kartal, M.E., Bayraktar, A. and Muvafik, M., 2009. Assessment of semi-rigid connections in steel structures by modal testing, Journal of Constructional Steel Research, 65(7), 1538–1547. doi: 10.1016/j.jcsr.2009.03.002
    [29]
    Verdure, L., Schoefs, F., Casari, P. and Yanes, H., 2005. Uncertainty updating of on-pile wharf after monitoring, Proceedings of the 9th International Conference on Structural Safety and Reliability, Rotterdam.
    [30]
    Weaver, W. and Johnston, P.R., 1994. Structural Dynamics by Finite Elements, Prentice-Hall Inc., New Jersey, USA.
    [31]
    Yaghin, M.A.L., Mojtahedi, A. and Aminfar, M.H., 2012. Physical model studies and system identification of hydrodynamics around a vertical square-section cylinder in irregular sea waves, Ocean Engineering, 55, 10–22. doi: 10.1016/j.oceaneng.2012.07.004
    [32]
    Yu, C.H. and Shanmugam, N.E., 1986. Stability of frames with semirigid joints, Computers & Structures, 23(5), 639–648.
    [33]
    Zhang, J.F., Jiang, J.Q., Xu, S.L. and Wang, Z.Y., 2018. An investigation of the effect of semi-rigid connections on sudden column removal in steel frames, Structures, 13, 166–177. doi: 10.1016/j.istruc.2017.12.001
    • Relative Articles
    • Supplements(0)
    • Cited By
  • 加载中

Catalog

    Figures(13)  / Tables(7)

    Get Citation
    PDF
    XML

    Article Metrics

    Article views(270) PDF downloads(0) Cited by()
    Proportional views
    Related

    Copyright © 2009《 石油钻探技术 》 All Rights Reserved.

    Address：North-Star Times Tower, No.8 Beichendong Road, Chaoyang District, Beijing, China China Pos：100101

    Tel：010-84988317，84988356，84988357 Fax：021-64253812 Email：syzt@vip.163.com

    Beijing public network security equipment 11010502036328　Beijing ICP backup 17033152

    Supported by: Beijing Renhe Information Technology Co., Ltd.  

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return