Dimensional Analysis of the Earthquake Response of a Pounding Oscillator
Publication: Journal of Engineering Mechanics
Volume 136, Issue 3
Abstract
In this paper, the dynamic response of a pounding oscillator subjected to pulse type excitations is revisited with dimensional analysis. The study adopts the concept of the energetic length scale which is a measure of the persistence of the distinguishable pulse of strong ground motions and subsequently presents the dimensionless products that govern the response of the pounding oscillator. The introduction of Buckingham’s theorem reduces the number of variables that govern the response of the system from 7 to 5. The proposed dimensionless products are liberated from the response of an oscillator without impact and most importantly reveal remarkable order in the response. It is shown that, regardless the acceleration level and duration of the pulse, all response spectra become self-similar and, when expressed in the dimensionless products, follow a single master curve. This is true despite the realization of contacts with increasing durations as the excitation level increases. All physically realizable contacts (impacts, continuous contacts, and detachment) are captured via a linear complementarity approach. The proposed analysis stresses the appreciable differences in the response due to the directivity of the excitation (toward or away the stationary wall) and confirms the existence of three spectral regions where the response of the pounding oscillator amplifies, deamplifies, and equals the response of the oscillator without pounding.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
Partial financial support to the first writer was provided by the Marie Curie fellowship (Grant No. UNSPECIFIEDHPMT-GH-01-00359-16).
References
Aki, K. (1983). “Strong-motion seismology in earthquakes: Observation, theory and interpretation.” Proc., Int. School of Physics, H. Kanamori and E. Boschi, eds., North-Holland, Amsterdam, The Netherlands, 223–250.
Alavi, B., and Krawinkler, H. (2004). “Behavior of moment-resisting frame structures subjected to near-fault ground motions.” Earthquake Eng. Struct. Dyn., 33(6), 687–706.
Barenblatt, G. I. (1996). Scaling, self-similarity, and intermediate asymptotics, Cambridge University Press, Cambridge, U.K.
Brogliato, B. (1999). Nonsmooth mechanics, 2nd Ed., Springer, Berlin.
Brune, J. N. (1970). “Tectonic stress and the spectra of seismic shear waves from earthquakes.” J. Geophys. Res., 75, 4997–5009.
Davis, R. O. (1992). “Pounding of buildings modeled by an impact oscillator.” Earthquake Eng. Struct. Dyn., 21, 253–274.
DesRoches, R., and Muthukumar, S. (2002). “Effect of pounding and restrainers on seismic response of multiple-frame bridges.” J. Struct. Eng., 128(7), 860–869.
Dimitrakopoulos, E. G., Kappos, A. J., and Makris, N. (2009a). “Dimensional analysis of yielding and pounding structures for records without distinct pulses.” Soil. Dyn. Earthquake Eng., 29(7), 1170–1180.
Dimitrakopoulos, E. G., Makris, N., and Kappos, A. J. (2009b). “Dimensional analysis of the earthquake-induced pounding between adjacent structures.” Earthquake Eng. Struct. Dyn., 38(7), 867–886.
Hall, J. F., Heaton, T. H., Halling, M. W., and Wald, D. J. (1995). “Near-source ground motion and its effects on flexible buildings.” Earthquake Spectra, 11(4), 569–605.
Heaton, T. H., Hall, J. F., Wald, D. J., and Halling, M. W. (1995). “Response of high-rise and base-isolated buildings to a hypothetical Mw 7.0 blind thrust earthquake.” Science, 267, 206–211.
Langhaar, H. L. (1951). Dimensional methods and theory of model, Wiley, New York.
Leine, R. I., van Campen, D. H., and Glocker, C. (2003). “Nonlinear dynamics and modeling of various wooden toys with impact and friction.” J. Vib. Control, 9, 25–78.
Makris, N. (1997). “Rigidity–plasticity–viscosity: Can electrorheological dampers protect base-isolated structures from near-source ground motions?” Earthquake Eng. Struct. Dyn., 26, 571–591.
Makris, N., and Black, C. J. (2004a). “Dimensional analysis of rigid-plastic and elastoplastic structures under pulse-type excitations.” J. Eng. Mech., 130(9), 1006–1018.
Makris, N., and Black, C. J. (2004b). “Dimensional analysis of bilinear oscillators under pulse-type excitations.” J. Eng. Mech., 130(9), 1019–1031.
Makris, N., and Black, C. J. (2004c). “Evaluation of peak ground velocity as a “good” intensity measure for near-source ground motions.” J. Eng. Mech., 130(9), 1032–1044.
Makris, N., and Chang, S. (2000). “Effect of viscous, visco-plastic and friction damping on the response of seismic isolated structures.” Earthquake Eng. Struct. Dyn., 29, 85–107.
Makris, N., and Psychogios, C. (2006). “Dimensional response analysis of yielding structures with first-mode dominated response.” Earthquake Eng. Struct. Dyn., 35, 1203–1224.
Makris, N., and Roussos, Y. (2000). “Rocking response of rigid blocks under near-source ground motions.” Geotechnique, 50(3), 243–262.
Mavroeidis, G. P., and Papageorgiou, A. S. (2003). “A mathematical representation of near-fault ground motions.” Bull. Seismol. Soc. Am., 93(3), 1099–1131.
Newmark, N. M., and Rosenblueth, E. (1971). Fundamentals of earthquake engineering, Prentice-Hall, Upper Saddle River, N.J.
Papageorgiou, A. S., and Aki, K. (1983). “A specific barrier model for the quantitative description of inhomogeneous faulting and the prediction of strong ground motion II: Applications of the model.” Bull. Seismol. Soc. Am., 73, 953–978.
Pfeiffer, F., and Glocker, C. (1996). Multibody dynamics with unilateral contacts, Wiley, New York.
Priestley, M. J. N., Seible, F., and Calvi, G. M. (1996). Seismic design and retrofit of bridges, Wiley, New York.
Ruangrassamee, A., and Kawashima, K. (2001). “Relative displacement response spectra with pounding effect.” Earthquake Eng. Struct. Dyn., 30, 1511–1538.
Sedov, L. I. (1959). Similarity and dimensional methods of mechanic, Academic, San Diego.
Shaw, S. W., and Holmes, P. J. (1983). “A periodically forced piecewise linear oscillator.” J. Sound Vib., 90(1), 129–155.
Thompson, J. M. T., and Stewart, H. B. (2001). Nonlinear dynamics and chaos, 2nd Ed., Wiley, New York.
Veletsos, A. S., Newmark, N. M., and Chelepati, C. V. (1965). “Deformation spectra for elastic and elastoplastic systems subjected to ground shock and earthquake motions.” Proc., 3rd World Conf. on Earthquake Engineering, Vol. 2, Wellington, New Zealand, 663–682.
Wolf, J. P., and Skrikerud, P. E. (1980). “Mutual pounding of adjacent structures during earthquakes.” Nucl. Eng. Des., 57, 253–275.
Information & Authors
Information
Published In
Copyright
© 2010 ASCE.
History
Received: Jan 17, 2008
Accepted: Sep 21, 2009
Published online: Feb 12, 2010
Published in print: Mar 2010
Notes
Note. Associate Editor: Lambros S. Katafygiotis
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.