PL EN


Preferencje help
Widoczny [Schowaj] Abstrakt
Liczba wyników
Tytuł artykułu

Multi-objective optimization of elastomeric bearings to improve seismic performance of old bridges using eigen analysis and genetic algorithms

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Old bridges present several seismic vulnerabilities and were designed before the emergence of seismic codes. In this context, partial seismic isolation has given a special attention to improve their seismic performance. In particular, elastomeric bearings are the simplest and least expensive mean for this, enabling to resist both non-seismic actions and earthquake loads. In order to assess the initial structural performance and the improvement done by the isolation, this paper attempts to combine multi objective optimization using genetic algorithms with linear and non-linear analysis using FE program OpenSees. A prior screening of the columns states is settled and then a multi objective optimization of a population of standard sized bearings meeting non-seismic and stability requirements is established to optimize the linear and non-linear behavior of the structure, finding the best compromise between displacements and forces at the columns.
Słowa kluczowe
Rocznik
Strony
511--524
Opis fizyczny
Bibliogr. 19 poz., il., mapy., rys., tab., wykr.
Twórcy
  • Mohammed V University in Raba,t Mohammadia School of Engineers, Civil Engineering Laboratory, Morocco
  • University in Rabat, Mohammadia School of Engineers Mohammed, V Civil Engineering Laboratory, Morocco
Bibliografia
  • Abbadi, M.S. & Lamdouar, N. (2018). Structural evaluation updating based on quality control and proof loads. MATEC Web of Conferences, 149, 02014. https://doi.org/10.1051/matecconf/201814902014
  • Abbadi, M.S. & Lamdouar, N. (2019). Pushover analysis of RC columns subjected to multiple degrees of transverse reinforcement corrosion. International Journal of Civil Engineering and Technology, 10(11), 313-322.
  • Alhan, C. & Gavin, H.P. (2005). Reliability of base isolation for the protection of critical equipment from earthquake hazards. Engineering Structures, 27(9), 1435-1449.
  • Alkhamis, M., Ghasemi, M.R., Gholinezhad, A., Shabakhty, N. & Abdullah, W. (2018). Performance-based Optimum Retrofitting Design of Concrete Bridge Piers. Jordan Journal of Civil Engineering, 12(4), 637-653.
  • Dezfuli, F.H. & Alam, M.S. (2013). Multi-criteria optimization and seismic performance assessment of carbon FRP-based elastomeric isolator. Engineering Structures, 49, 525-540.
  • Jara, M. & Casas, J.R. (2006). A direct displacement-based method for the seismic design of bridges on bi-linear isolation devices. Engineering structures, 28(6), 869-879.
  • Kolias, B., Fardis, M.N., Pecker, A. & Gulvanessian, H. (2012). Designers’ guide to Eurocode 8: design of bridges for earthquake resistance. London: ICE Publishing.
  • Kwag, S. & Ok, S.Y. (2013). Robust design of seismic isolation system using constrained multi-objective optimization technique. KSCE Journal of Civil Engineering, 17(5), 1051-1063.
  • Léger, N., Rizzian, L. & Marchi, M. (2017). Reliability-based design optimization of reinforced concrete structures with elastomeric isolators. Procedia Engineering, 199, 1193-1198.
  • Matsagar, V.A. & Jangid, R.S. (2004). Influence of isolator characteristics on the response of base-isolated structures. Engineering Structures, 26(12), 1735-1749.
  • Mishra, S.K., Roy, B.K. & Chakraborty, S. (2013). Reliability-based-design-optimization of base isolated buildings considering stochastic system parameters subjected to random earthquakes. International Journal of Mechanical Sciences, 75, 123-133.
  • Ohsaki, M., Yamakawa, M., Fan, W. & Li, Z. (2019). An order statistics approach to multiobjective structural optimization considering robustness and confidence of responses. Mechanics Research Communications, 97, 33-38.
  • Pourzeynali, S., Malekzadeh, M. & Esmaeilian, F. (2012). Multi-objective optimization of semi-active control of seismically exited buildings using variable damper and genetic algorithms. International Journal of Engineering, 25(3), 265-276.
  • Pourzeynali, S., Salimi, S. & Kalesar, H.E. (2013). Robust multi-objective optimization design of TMD control device to reduce tall building responses against earthquake excitations using genetic algorithms. Scientia Iranica, 20(2), 207-221.
  • Rizzian, L., Léger, N. & Marchi, M. (2017). Multiobjective sizing optimization of seismic-isolated reinforced concrete structures. Procedia Engineering, 199, 372-377.
  • Roy, B.K. & Chakraborty, S. (2015). Robust optimum design of base isolation system in seismic vibration control of structures under random system parameters. Structural Safety, 55, 49-59.
  • Scozzese, F., Dall’Asta, A. & Tubaldi, E. (2019). Seismic risk sensitivity of structures equipped with anti-seismic devices with uncertain properties. Structural Safety, 77, 30-47.
  • Scruggs, J.T., Taflanidis, A.A. & Beck, J.L. (2006). Reliability-based control optimization for active base isolation systems. Structural Control and Health Monitoring: The Official Journal of the International Association for Structural Control and Monitoring and of the European Association for the Control of Structures, 13(2-3), 705-723.
  • Xie, Y. & Zhang, J. (2018). Design and optimization of seismic isolation and damping devices for highway bridges based on probabilistic repair cost ratio. Journal of Structural Engineering, 144(8), 04018125. https://doi. org/10.1061/(ASCE)ST.1943-541X.0002139
Uwagi
Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023)
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-36138719-2756-4b84-8183-0314c32de797
JavaScript jest wyłączony w Twojej przeglądarce internetowej. Włącz go, a następnie odśwież stronę, aby móc w pełni z niej korzystać.