Technical Papers
Sep 8, 2014

Dimensional Analysis of the Pounding Response of an Oscillator Considering Contact Duration

Publication: Journal of Engineering Mechanics
Volume 141, Issue 4

Abstract

The dynamic response of an elastic pounding oscillator subjected to harmonic excitation is investigated with dimensional analysis. To model the pounding process, a linear viscoelastic model is used to simulate the contact force. Through dimensional analysis, the peak structural response parameters of the pounding oscillator, including structural displacement, velocity, and penetration displacement, are characterized by a set of dimensionless terms (denoted by the Buckingham notation Π). The reduced Π-set explicitly describes the interaction between the oscillator and the rigid barrier. Analytical solutions to dimensionless contact time, displacement, and velocity response are derived in this study and are further verified against the numerical simulation. The effect of pounding on the oscillator’s response is illustrated using three well-divided spectral regions (i.e., amplified, deamplified, and unaffected regions), which are defined based on the dimensionless system frequency parameter Πω. Parametric studies show that the penetration displacement for different levels of contact stiffness is insensitive to the dimensionless gap size Πd but is affected significantly by changes in the coefficient of restitution Πr.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The authors express their sincere gratitude to Shuang Li, Zhiwang Chang, and Lili Xie of the Harbin Institute of Technology for their help. This research was supported by the Program for International Science and Technology Cooperation Projects of China (Grant No. 2012DFA70810), the National Natural Science Foundation of China (Grant Nos. 51238012, 91215301, and 51008101), and the Program for New Century Excellent Talents in University of the Ministry of Education of China (Grant No. NCET-11-0813).

References

Anagnostopoulos, S. A. (1988). “Pounding of buildings in series during earthquakes.” Earthquake Eng. Struct. Dyn., 16(3), 443–456.
Anagnostopoulos, S. A. (1995). “Earthquake induced pounding: State of the art.” Proc., 10th European Conf. on Earthquake Engineering, G. Duma, ed., Vol. 2, Balkema, Rotterdam, Netherlands, 897–905.
Anagnostopoulos, S. A. (1996). “Building pounding re-examined: How serious a problem is it?” Proc., 11th World Conf. on Earthquake Engineering (CD-ROM), Elsevier Science, Amsterdam, Netherlands.
Anagnostopoulos, S. A. (2004). “Equivalent viscous damping for modeling inelastic impacts in earthquake pounding problems.” Earthquake Eng. Struct. Dyn., 33(8), 897–902.
Anagnostopoulos, S. A., and Spiliopoulos, K. V. (1992). “An investigation of earthquake induced pounding between adjacent buildings.” Earthquake Eng. Struct. Dyn., 21(4), 289–302.
Athanassiadou, C. J., Penelis, G. G., and Kappos, A. J. (1994). “Seismic response of adjacent buildings with similar or different dynamic characteristics.” Earthquake Spectra, 10(2), 293–317.
Barenblatt, G. I. (1996). Scaling, self-similarity, and intermediate asymptotics, Cambridge University Press, Cambridge, U.K.
Chau, K. T., and Wei, X. X. (2001). “Pounding of structures modeled as non-linear impacts of two oscillators.” Earthquake Eng. Struct. Dyn., 30(5), 633–651.
Comartin, C. D., Greene, M., and Tubbesing, S. K. (1995). “The Hyogo-ken Nanbu (Kobe) earthquake, January 17, 1995.” Preliminary Reconnaissance Rep. EERI-95-04, Earthquake Engineering Research Institute, Oakland, CA.
Davis, R. O. (1992). “Pounding of buildings modelled by an impact oscillator.” Earthquake Eng. Struct. Dyn., 21(3), 253–274.
DesRoches, R., and Muthukumar, S. (2002). “Effect of pounding and restrainers on seismic response of multiple-frame bridges.” J. Struct. Eng., 860–869.
Dimitrakopoulos, E., Makris, N., and Kappos, A. J. (2009). “Dimensional analysis of the earthquake-induced pounding between adjacent structures.” Earthquake Eng. Struct. Dyn., 38(7), 867–886.
Dimitrakopoulos, E., Makris, N., and Kappos, A. J. (2010). “Dimensional analysis of the earthquake response of a pounding oscillator.” J. Eng. Mech., 299–310.
Dimitrakopoulos, E., Makris, N., and Kappos, A. J. (2011). “Dimensional analysis of the earthquake-induced pounding between inelastic structures.” Bull. Earthquake Eng., 9(2), 561–579.
Goldsmith, W. (1960). Impact: The theory and physical behavior of colliding solids, Edward Arnold, London.
Jankowski, R. (2005). “Non-linear viscoelastic modelling of earthquake-induced structural pounding.” Earthquake Eng. Struct. Dyn., 34(6), 595–611.
Jankowski, R. (2008). “Earthquake-induced pounding between equal height buildings with substantially different dynamic properties.” Eng. Struct., 30(10), 2818–2829.
Jankowski, R., Wilde, K., and Fujino, Y. (1998). “Pounding of superstructure segments in isolated elevated bridge during earthquakes.” Earthquake Eng. Struct. Dyn., 27(5), 487–502.
Jeng, V., and Tzeng, W. L. (2000). “Assessment of seismic pounding hazard for Taipei City.” Eng. Struct., 22(5), 459–471.
Kasai, K., and Maison, B. F. (1997). “Building pounding damage during the 1989 Loma Prieta earthquake.” Eng. Struct., 19(3), 195–207.
Langhaar, H. L. (1951). Dimensional analysis and theory of models, Wiley, New York.
Li, J. Z., Lu, X. L., Li, X., Ren, X., Liu, W., and Tang, Y. (2008). “Seismic damage of reinforced concrete frame structures in Wenchuan earthquake.” Struct. Eng., 24(3), 9–11.
Maison, B. F., and Kasai, K. (1992). “Dynamics of pounding when two buildings collide.” Earthquake Eng. Struct. Dyn., 21(9), 771–786.
Makris, N., and Black, C. J. (2004a). “Dimensional analysis of bilinear oscillators under pulse-type excitations.” J. Eng. Mech., 1019–1031.
Makris, N., and Black, C. J. (2004b). “Dimensional analysis of rigid-plastic and elastoplastic structures under pulse-type excitations.” J. Eng. Mech., 1006–1018.
Makris, N., and Psychogios, C. (2006). “Dimensional response analysis of yielding structures with first-mode dominated response.” Earthquake Eng. Struct. Dyn., 35(10), 1203–1224.
Malhotra, P. K. (1998). “Dynamics of seismic pounding at expansion joints of concrete bridges.” J. Eng. Mech., 794–802.
Muthukumar, S., and DesRoches, R. (2006). “A Hertz contact model with non-linear damping for pounding simulation.” Earthquake Eng. Struct. Dyn., 35(7), 811–828.
Papadrakakis, M., Mouzakis, H., Plevris, N., and Bitzarakis, S. (1991). “A lagrange multiplier solution method for pounding of buildings during earthquakes.” Earthquake Eng. Struct. Dyn, 20(11), 981–998.
Press, W. H., Flannery, B. P., Teukolsky, S. A., and Vetterling, W. T. (1992). Numerical recipes: The art of scientific computing, Cambridge University Press, New York.
Rosenblueth, E., and Meli, R. (1986). “The 1985 earthquake: Causes and effects in Mexico City.” Concr. Int., 8(5), 23–34.
Ruangrassamee, A., and Kawashima, K. (2001). “Relative displacement response spectra with pounding effect.” Earthquake Eng. Struct. Dyn., 30(10), 1511–1538.
Zhang, J., and Tang, Y. (2009). “Dimensional analysis of structures with translating and rocking foundations under near-fault ground motions.” Soil. Dyn. Earthquake Eng., 29(10), 1330–1346.
Zhu, P., Abe, M., and Fujino, Y. (2002). “Modelling three-dimensional non-linear seismic performance of elevated bridges with emphasis on pounding of girders.” Earthquake Eng. Struct. Dyn., 31(11), 1891–1913.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 141Issue 4April 2015

History

Received: Aug 27, 2013
Accepted: Aug 4, 2014
Published online: Sep 8, 2014
Published in print: Apr 1, 2015

Permissions

Request permissions for this article.

Authors

Affiliations

Changhai Zhai [email protected]
Professor, School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China (corresponding author). E-mail: [email protected]
Ph.D. Candidate, School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China. E-mail: [email protected]
Zhiqiang Chen [email protected]
Assistant Professor, School of Civil and Mechanical Engineering, Univ. of Missouri, Kansas City, MO 64110-2499. E-mail: [email protected]

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.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share