طراحی بهینه قاب های ساختمانی دارای میراگرهای ویسکو الاستیک

•   آرشیو : بهار 1400
•   نوع مقاله : پژوهشی
•   کد پذیرش : 1386
•   موضوع : سایر موضوعات مرتبط
• نویسنده/گان : امیرمسعود علامی
•   کلید واژه : پاسخ لرزه‌ای قاب‌های ساختمانی، برهم‌کنش خاک و سازه، میراگرهای ویسکوالاستیک، الگوریتم ژنتیک.
•   مراجع :
  [1] Chan RW, Albermani F, Williams MS. Evaluation of yielding shear panel device for passive energy dissipation. Journal of Constructional Steel Research. 2009 Feb 1;65(2):260-8.
  [2] Di Sarno L, Elnashai AS. Innovative strategies for seismic retrofitting of steel and composite structures. Progress in Structural Engineering and Materials. 2005 Jul;7(3):115-35.
  [3] Shen KL, Soong TT. Modeling of viscoelastic dampers for structural applications. Journal of Engineering Mechanics. 1995 Jun;121(6):694-701.
  [4] Chang KC, Soong TT, Oh ST, Lai ML. Seismic behavior of steel frame with added viscoelastic dampers. Journal of structural engineering. 1995 Oct;121(10):1418-26.
  [5] Wang SJ, Chiu IC, Yu CH, Chang KC. Experimental and analytical study on design performance of full-scale viscoelastic dampers. Earthquake Engineering and Engineering Vibration. 2018 Oct;17(4):693-706.
  [6] Chang TS, Singh MP. Mechanical model parameters for viscoelastic dampers. Journal of Engineering Mechanics. 2009 Jun;135(6):581-4.
  [7] Lewandowski R, Chorążyczewski B. Identification of the parameters of the Kelvin–Voigt and the Maxwell fractional models, used to modeling of viscoelastic dampers. Computers & structures. 2010 Jan 1;88(1-2):1-7.
  [8] Spyrakos CC, Koutromanos IA, Maniatakis CA. Seismic response of base-isolated buildings including soil–structure interaction. Soil Dynamics and Earthquake Engineering. 2009 Apr 1;29(4):658-68.
  [9] Farshidianfar A, Soheili S. Ant colony optimization of tuned mass dampers for earthquake oscillations of high-rise structures including soil–structure interaction. Soil Dynamics and Earthquake Engineering. 2013 Aug 1;51:14-22.
  [10] اسدی پور ا، لحاظ نمودن اثر اندرکنش خاک-سازه در تحلیل دینامیکی طیفی ساختمان‌ها. دانشگاه تربیت مدرس، کارشناسی ارشد، 1384
  [11] Hwang JS, Huang YN, Yi SL, Ho SY. Design formulations for supplemental viscous dampers to building structures. Journal of structural engineering. 2008 Jan;134(1):22-31.
  [12] Singh MP, Moreschi LM. Optimal placement of dampers for passive response control. Earthquake engineering & structural dynamics. 2002 Apr;31(4):955-76.
  [13] Holland JH. Adaptation in natural and artificial systems, University of Michigan press. Ann arbor, MI. 1975;1(97):5.
  [14] Ok SY, Song J, Park KS. Optimal design of hysteretic dampers connecting adjacent structures using multi-objective genetic algorithm and stochastic linearization method. Engineering structures. 2008 May 1;30(5):1240-9.
  [15] Arfiadi Y, Hadi MN. Optimum placement and properties of tuned mass dampers using hybrid genetic algorithms. Iran University of Science & Technology. 2011 Mar 10;1(1):167-87.
  [16] Pourzeynali S, Lavasani HH, Modarayi AH. Active control of high rise building structures using fuzzy logic and genetic algorithms. Engineering Structures. 2007 Mar 1;29(3):346-57.
  [17] Kausel E, Roesset JM. Soil structure interaction problems for nuclear containment structures. InElectric power and the civil engineer 1974.
  [18] Cu VH, Han B, Pham DH, Yan WT. Free vibration and damping of a taut cable with an attached viscous mass damper. KSCE Journal of Civil Engineering. 2018 May;22(5):1792-802.
  [19] Medina C, Aznárez JJ, Padrón LA, Maeso O. Effects of soil–structure interaction on the dynamic properties and seismic response of piled structures. Soil Dynamics and Earthquake Engineering. 2013 Oct 1;53:160-75.
  [20] Beheshti M, Asadi P. Optimal seismic retrofit of fractional viscoelastic dampers for minimum life-cycle cost of retrofitted steel frames. Structural and Multidisciplinary Optimization. 2020 May;61(5):2021-35.
  [21] Alam Z, Zhang C, Samali B. The role of viscoelastic damping on retrofitting seismic performance of asymmetric reinforced concrete structures. Earthquake Engineering and Engineering Vibration. 2020 Jan;19(1):223-37.
  [22] Beheshti M, Asadi P. Lifetime performance assessment of ductile steel frame using fractional model of viscoelastic dampers considering uncertainty parameters. Mechanics Based Design of Structures and Machines. 2020 Jul 29:1-23.
•  صفحات : 73-84
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