Technical Papers
Feb 2, 2018

Wave Propagation in Buildings as Periodic Structures: Timoshenko Beam with Rigid Floor Slabs Model

Publication: Journal of Engineering Mechanics
Volume 144, Issue 4

Abstract

Elastic wave propagation in high-rise buildings is studied using a Timoshenko beam model with rigid floor slabs, with the objective of gaining insight into the effects of their repeatable arrangement. The propagator of the composite beam was derived in the frequency domain and used to compute the state vector for input base translation and rocking. Further, the dispersion relation was derived for Bragg scattering from the slabs for an infinite, periodic beam. Results are shown for the dispersion and beam transfer functions and impulse response functions for properties typical for buildings. The results, extrapolated for illustrative purposes beyond the range of validity of simple beam models, reveal the banded nature of the dispersion and response with real phase velocity in the pass and imaginary in the stop bands. The latter act as mechanical filters of higher frequency waves and vibrations, and represent a possible attenuation mechanism in buildings. While real structures would have more complex banded spectra, the selective nature of the filtering could be exploited for passive higher frequency vibration control to protect sensitive equipment from vibrations created, e.g., by high-speed trains, traffic, explosions, or smaller but near seismic events.

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Acknowledgments

This research was conducted during the first author’s visit to the University of Southern California. The support from the Scientific and Technological Research Council of Turkey (TUBITAK) for this visit is gratefully acknowledged. The authors are also grateful to the anonymous reviewers for their insightful comments.

References

Bao, J., Shi, Z., and Xiang, H. (2012). “Dynamic responses of a structure with periodic foundations.” J. Eng. Mech., 761–769.
Brillouin, L. (1953). Wave propagation in periodic structures: Electric filters and crystal lattices, Dover Publication, Mineola, NY.
Chesnais, C., Boutin, C., and Hans, S. (2012). “Effects of the local resonance on the wave propagation in periodic frame structures: Generalized Newtonian mechanics.” J. Acoust. Soc. Am., 132(4), 2873–2886.
Cowper, G. R. (1966). “The shear coefficient in Timoshenko’s beam theory.” J. Appl. Mech., 33(2), 335.
Ebrahimian, M., and Todorovska, M. I. (2014). “Wave propagation in a Timoshenko beam building model.” J. Eng. Mech., 04014018.
Ebrahimian, M., and Todorovska, M. I. (2015). “Structural system identification of buildings by a wave method based on a nonuniform Timoshenko beam model.” J. Eng. Mech., 04015022.
Ebrahimian, M., Todorovska, M. I., and Falborski, T. (2016). “Wave method for structural health monitoring: Testing using full-scale shake table experiment data.” J. Struct. Eng., 04016217.
Fukuwa, N., and Matsushima, S. (1994). “Wave dispersion and optimal mass modelling for one-dimensional periodic structures.” Earthquake Eng. Struct. Dyn., 23(11), 1165–1180.
Gičev, V., and Trifunac, M. D. (2009a). “Rotations in a shear-beam model of a seven-story building caused by nonlinear waves during earthquake excitation.” Struct. Control Health Monit., 16(4), 460–482.
Gičev, V., and Trifunac, M. D. (2009b). “Transient and permanent rotations in a shear layer excited by strong earthquake pulses.” Bull. Seismol. Soc. Am., 99(2B), 1391–1403.
Gičev, V., and Trifunac, M. D. (2012). “A note on predetermined earthquake damage scenarios for structural health monitoring.” Struct. Control Health Monit., 19(8), 746–757.
Gičev, V., Trifunac, M. D., and Orbović, N. (2015). “Translation, torsion, and wave excitation of a building during soil-structure interaction excited by an earthquake SH pulse.” Soil Dyn. Earthquake Eng., 77, 391–401.
Gičev, V., Trifunac, M. D., and Orbović, N. (2016a). “Two-dimensional translation, rocking, and waves in a building during soil-structure interaction excited by a plane earthquake P-wave pulse.” Soil Dyn. Earthquake Eng., 90, 454–466.
Gičev, V., Trifunac, M. D., and Orbović, N. (2016b). “Two-dimensional translation, rocking, and waves in a building during soil-structure interaction excited by a plane earthquake SV-wave pulse.” Soil Dyn. Earthquake Eng., 88, 76–91.
Gilbert, F., and Backus, G. E. (1966). “Propagator matrices in elastic wave and vibration problems.” Geophysics, 31(2), 326–332.
Gul, U., and Aydogdu, M. (2017). “Wave propagation analysis in beams using shear deformable beam theories considering second spectrum.” J. Mech., 31(2), 326–332.
Hans, S., and Boutin, C. (2008). “Dynamics of discrete framed structures: A unified homogenized description.” J. Mech. Mater. Struct., 3(9), 1709–1739.
Hussein, M. I., Hulbert, G. M., and Scott, R. A. (2006). “Dispersive elastodynamics of 1D banded materials and structures: Analysis.” J. Sound Vib., 289(4–5), 779–806.
Hussein, M. I., Leamy, M. J., and Ruzzene, M. (2014). “Dynamics of phononic materials and structures: Historical origins, recent progress, and future outlook.” Appl. Mech. Rev., 66(4), 040802.
Hutchinson, J. R. (1981). “Transverse vibrations of beams, exact versus approximate solutions.” J. Appl. Mech., 48(4), 923–928.
Kanai, K., and Yoshizawa, S. (1963). “Some new problems of seismic vibrations of a structure. Part 1.” Bull. Earthquake Res. Inst., 41, 825–833.
Kohler, M. D., Heaton, T. H., and Bradford, S. C. (2007). “Propagating waves in the steel, moment-frame factor building recorded during earthquakes.” Bull. Seismol. Soc. Am., 97(4), 1334–1345.
Lin, Y. K., and Donaldson, B. K. (1969). “A brief survey of transfer matrix techniques with special reference to the analysis of aircraft panels.” J. Sound Vib., 10(1), 103–143.
Liu, L., and Hussein, M. I. (2011). “Wave motion in periodic flexural beams and characterization of the transition between Bragg scattering and local resonance.” J. Appl. Mech., 79(1), 011003.
Lombaert, G., Degrande, G., François, S., and Thompson, D. J. (2015). “Ground-borne vibration due to railway traffic: A review of excitation mechanisms, prediction methods and mitigation measures.” Noise and vibration mitigation for rail transportation systems, Springer, Berlin, 253–287.
Lord Rayleigh Sec, R. S. (1887). “On the maintenance of vibrations by forces of double frequency, and on the propagation of waves through a medium endowed with a periodic structure.” Philos. Mag., 24(147), 145–159.
Mead, D. J. (1985). “Wave propagation in Timoshenko beams.” StoynÍcky Časopis, 36(4–5), 556–584.
Mead, D. M. (1996). “Wave propagation in continuous periodic structures: Research contributions from Southampton, 1964–1995.” J. Sound Vib., 190(3), 495–524.
Rahmani, M., and Todorovska, M. I. (2013). “1D system identification of buildings during earthquakes by seismic interferometry with waveform inversion of impulse responses—Method and application to Millikan library.” Soil Dyn. Earthquake Eng., 47, 157–174.
Rahmani, M., and Todorovska, M. I. (2014). “1D system identification of a 54-story steel frame building by seismic interferometry.” Earthquake Eng. Struct. Dyn., 43(4), 627–640.
Renton, D. J. (2001). “A check on the accuracy of Timoshenko’s beam theory.” J. Sound Vib., 245(3), 559–561.
Şafak, E. (1999). “Wave-propagation formulation of seismic response of multistory buildings.” J. Struct. Eng., 426–437.
Snieder, R., and Safak, E. (2006). “Extracting the building response using seismic interferometry: Theory and application to the Millikan library in Pasadena, California.” Bull. Seismol. Soc. Am., 96(2), 586–598.
Stephen, N. G., and Puchegger, S. (2006). “On the valid frequency range of Timoshenko beam theory.” J. Sound Vib., 297(3–5), 1082–1087.
Timoshenko, S. P. (1921). “On the correction for shear of the differential equation for transverse vibrations of prismatic bars.” Philos. Mag., 41(245), 744–746.
Todorovska, M., and Trifunac, M. (1989). “Antiplane earthquake waves in long structures.” J. Eng. Mech., 2687–2708.
Todorovska, M., and Trifunac, M. (1990). “Propagation of earthquake waves in buildings with soft first floor.” J. Eng. Mech., 892–900.
Todorovska, M. I. (2009). “Seismic interferometry of a soil-structure interaction model with coupled horizontal and rocking response.” Bull. Seismol. Soc. Am., 99(2A), 611–625.
Todorovska, M. I., and Lee, V. (1989). “Seismic waves in buildings with shear walls or central core.” J. Eng. Mech., 2669–2686.
Todorovska, M. I., and Rahmani, M. T. (2013). “System identification of buildings by wave travel time analysis and layered shear beam models—Spatial resolution and accuracy.” Struct. Control Health Monit., 20(5), 686–702.
Todorovska, M. I., and Trifunac, M. D. (2008). “Impulse response analysis of the Van Nuys 7-story hotel during 11 earthquakes and earthquake damage detection.” Struct. Control Health Monit., 15(1), 90–116.
Weaver, W., Timoshenko, S. P., and Young, D. H. (1990). Vibration problems in engineering, Wiley, Hoboken, NJ.
Yong, Y., and Lin, Y. K. (1989). “Propagation of decaying waves in periodic and piecewise periodic structures of finite length.” J. Sound Vib., 129(1), 99–118.
Yu, C. P., and Roesset, J. M. (2001). “Dynamic stiffness matrices for linear members with distributed mass.” Tamkang J. Sci. Eng., 4(4), 253–264.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 144Issue 4April 2018

History

Received: Feb 20, 2017
Accepted: Oct 16, 2017
Published online: Feb 2, 2018
Published in print: Apr 1, 2018
Discussion open until: Jul 2, 2018

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Aydin Ozmutlu [email protected]
Assistant Professor, Dept. of Civil Engineering, Namik Kemal Univ., Tekirdag 59860, Turkey; Visiting Scholar, Dept. of Civil and Environment Engineering, Univ. of Southern California, Los Angeles, CA 90089-2531. E-mail: [email protected]
Mahdi Ebrahimian, M.ASCE [email protected]
Research Associate, Dept. of Civil and Environment Engineering, Univ. of Southern California, Los Angeles, CA 90089-2531. E-mail: [email protected]
Maria I. Todorovska, M.ASCE [email protected]
Research Professor, Dept. of Civil and Environment Engineering, Univ. of Southern California, Los Angeles, CA 90089-2531 (corresponding author). E-mail: [email protected]

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