Seismic Response of Asymmetric Systems: Energy-Based Approach
Publication: Journal of Structural Engineering
Volume 123, Issue 11
Abstract
An energy-based approach has been used to investigate the seismic behavior of code-designed asymmetric-plan systems. The systems considered in this investigation had large eccentricities in both directions, were designed for bidirectional earthquake loading, and their responses were computed with both components of ground motion acting simultaneously. The presented results demonstrate that the total input energy is about the same whether the system plan is symmetric or asymmetric. Furthermore, flexible-side elements in asymmetric-plan systems may be more vulnerable to earthquakes than the same elements in symmetric-plan systems if they are not designed to accommodate the higher hysteretic-energy demands. This observation correlates well with the damage observed in street corner buildings during several earthquakes. Stiff-side elements, on the other hand, are expected to suffer no more damage in asymmetric-plan systems than in symmetric-plan systems.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Chandler, A. M., Correnza, J. C., and Hutchinson, G. L.(1995). “Influence of accidental eccentricity on inelastic seismic torsional effects in buildings.”Engrg. Struct., 17(7), 167–178.
2.
Chandler, A. M., Correnza, J. C., and Hutchinson, G. J.(1996). “Seismic torsional provisions: Influence on element energy dissipation.”J. Struct. Engrg., ASCE, 122(5), 494–500.
3.
Chopra, A. K., and Goel, R. K.(1991). “Evaluation of torsional provisions in seismic codes.”J. Struct. Engrg., ASCE, 117(12), 3762–3782.
4.
Correnza, J. C., Hutchinson, G.L., and Chandler, A. M.(1992). “A review of reference models for assessing inelastic seismic torsional effects in buildings.”Soil Dyn. and Earthquake Engrg., 11(8), 465–484.
5.
Correnza, J. C., Hutchinson, G. L., and Chandler, A. M.(1995). “Seismic response of flexible-edge elements in code-designed torsionally unbalanced structures.”Engrg. Struct., 17(3), 158–166.
6.
De Stefano, M., Faella, G., and Ramasco, R.(1993). “Inelastic response of code-designed asymmetric systems.”Eur. Earthquake Engrg., 7(3), 3–17.
7.
Esteva, L.(1987). “Earthquake engineering research and practice in Mexico after the 1985 earthquakes.”Bull. of the New Zealand Nat. Soc. for Earthquake Engrg., 20(3), 159–200.
8.
Goel, R. K., and Chopra, A. K. (1990). “Inelastic seismic response of one-story, asymmetric-plan systems.”Rep. No. UCB/EERC-90/14, Earthquake Engineering Research Center, University of California, Berkeley, Calif.
9.
Goel, R. K., and Chopra, A. K.(1994). “Dual-level approach for seismic design of asymmetric-plan buildings.”J. Struct. Engrg., ASCE, 120(1), 161–179.
10.
Gomez, R., and Garcia-Ranz, F.(1988). “The Mexican earthquake of September 19, 1985—Complementary technical norms for earthquake resistant design.”Earthquake Spectra, 4(3), 441–460.
11.
Mahin, S. A., and Bertero, V. V.(1981). “An evaluation of inelastic seismic design spectra,”J. Struct. Div., ASCE, 107(9), 1777–1795.
12.
National building code of Canada. (1995). National Research Council, Ottawa, Canada.
13.
Rutenberg, A.(1992). “Nonlinear response of asymmetric building structures and seismic codes: A state of the art review.”Eur. Earthquake Engrg., 6(2), 3–19.
14.
Tso, W. K., and Zhu, T. J.(1992). “Design of torsionally unbalanced structural systems based on code provisions. I: Ductility demand.”Earthquake Engrg. and Struct. Dyn., 21(7), 609–627.
15.
Uang, C.-M., and Bertero, V. V.(1990). “Evaluation of seismic energy in structures.”Earthquake Engrg. and Struct. Dyn., 19(1), 77–90.
16.
Uniform building code. (1994). International Conference of Building Officials, Whittier, Calif.
17.
Whittaker, S. (1995). “NSF-EERC Kobe earthquake reconnaissance report.”Draft Chapter on Engineered Buildings, Earthquake Engineering Research Center, University of California, Berkeley, Calif.
18.
Wilson, E. L., Suharwardy, I., and Habibullah, A.(1995). “A clarification of the orthogonal effects in a three-dimensional seismic analysis.”Earthquake Spectra, 11(4), 659–666.
19.
Wong, C. M., and Tso, W. K.(1995). “Evaluation of seismic torsional provisions in uniform building code.”J. Struct. Engrg., ASCE, 121(10), 1436–1442.
Information & Authors
Information
Published In
Copyright
Copyright © 1997 American Society of Civil Engineers.
History
Published online: Nov 1, 1997
Published in print: Nov 1997
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.