Browse > Article
http://dx.doi.org/10.12989/eas.2012.3.6.805

Robust passive damper design for building structures under uncertain structural parameter environments  

Fujita, Kohei (Department of Urban and Environmental Engineering, Kyoto University)
Takewaki, Izuru (Department of Architecture and Architectural Engineering, Kyoto University)
Publication Information
Earthquakes and Structures / v.3, no.6, 2012 , pp. 805-820 More about this Journal
Abstract
An enhanced and efficient methodology is proposed for evaluating the robustness of an uncertain structure with passive dampers. Although the structural performance for seismic loads is an important design criterion in earthquake-prone countries, the structural parameters such as storey stiffnesses and damping coefficients of passive dampers are uncertain due to various factors or sources, e.g. initial manufacturing errors, material deterioration, temperature dependence. The concept of robust building design under such uncertain structural-parameter environment may be one of the most challenging issues to be tackled recently. By applying the proposed method of interval analysis and robustness evaluation for predicting the response variability accurately, the robustness of a passively controlled structure can be evaluated efficiently in terms of the so-called robustness function. An application is presented of the robustness function to the design and evaluation of passive damper systems.
Keywords
robustness; earthquake response; passive damper; uncertain parameter; interval analysis; structural control;
Citations & Related Records
Times Cited By KSCI : 2  (Citation Analysis)
연도 인용수 순위
1 Ben-Haim, Y. and Elishakoff, I. (1990), Convex models of uncertainty in applied mechanics, Elsevier, New York.
2 Chen, S.H., Lian, H. and Yang, X. (2003), "Interval eigenvalue analysis for structures with interval parameters", Finite Elem. Anal. Des., 39(5-6), 419-431.   DOI   ScienceOn
3 Chen, S.H. and Wu, J. (2004), "Interval optimization of dynamic response for structures with interval parameters", Comput. Struct., 82(1), 1-11.   DOI   ScienceOn
4 Chen, S.H., Ma, L., Meng, G.W. and Guo, R. (2009), "An efficient method for evaluating the natural frequency of structures with uncertain-but-bounded parameters", Comput. Struct., 87(9-10), 582-590.   DOI   ScienceOn
5 Dong, W. and Shah, H. (1987), "Vertex method for computing functions of fuzzy variables", Fuzzy Set. Syst., 24(1), 65-78.   DOI   ScienceOn
6 Elishakoff, I. and Ohsaki, M. (2010), Optimization and anti-optimization of structures under uncertainty, Imperial College Press, London.
7 Fujita, K., Moustafa, A. and Takewaki, I. (2010a), "Optimal placement of viscoelastic dampers and supporting members under variable critical excitations", Earthq. Struct., 1(1), 43-67.   DOI
8 Fujita, K., Yamamoto, K. and Takewaki, I, (2010b), "An evolutionary algorithm for optimal damper placement to minimize intestorey-drift transfer function", Earthq. Struct., 1(3), 289-306.   DOI
9 Fujita, K. and Takewaki, I, (2011), "An efficient methodology for robustness evaluation by advanced interval analysis using updated second-order Taylor series expansion", Eng. Struct., 33(12), 3299-3310.   DOI   ScienceOn
10 Kanno, Y. and Takewaki, I. (2006), "Sequential semidefinite program for maximum robustness design of structures under load uncertainties", J. Optimiz. Theory App., 130(2), 265-287.   DOI   ScienceOn
11 Koyluoglu, H.U. and Elishakoff, I. (1998), "A comparison of stochastic and interval finite elements applied to shear frames with uncertain stiffness properties", Comput. Struct., 67(1-3), 91-98.   DOI   ScienceOn
12 Moore, R.E. (1966), "Interval analysis, Englewood Cliffs", New Jersey: Prentice-Hall.
13 Qiu, Z.P. (2003), "Comparison of static response of structures using convex models and interval analysis method", Int. J. Numer. Meth. Eng., 56(12), 1735-1753.   DOI   ScienceOn
14 Takewaki, I. (2006), Critical excitation methods in earthquake engineering, Elsevier, London.
15 Takewaki, I. and Ben-Haim, Y. (2005), "Info-gap robust design with load and model uncertainties", J. Sound Vib., 288(3), 551-570.   DOI   ScienceOn
16 Takewaki, I. and Ben-Haim, Y. (2008), Info-gap robust design of passively controlled structures with load and model uncertainties, Chapter 19 in "Structural design optimization considering uncertainties" (eds.) Y.Tsompanakis, N.Lagaros & M.Papadrakakis, Taylor & Francis, 531-548.
17 Ben-Haim, Y. (2001, 2006), Infomation-gap decision theory: Decisions under severe uncertainty, Adacemic Press, London.
18 Alefeld, G. and Herzberger, J. (1983), Introduction to interval computations, Academic Press, New York.