Abstract
Performance based seismic engineering is the modern approach to earthquake resistant design. Rather than being based on prescriptive mostly empirical code formulations, performance based design is an attempt to predict buildings with predictable seismic performance. Therefore, performance objectives such as life-safety, collapse prevention, or immediate occupancy are used to define the state of the building following a design earthquake. In one sense, performance based seismic design is limit-states design extended to cover the complex range of issues faced by earthquake engineers. This chapter provides a basic understanding of the promises and limitations of performance based seismic engineering. The state-of-the-art methodologies and techniques embodied in the two leading guidelines on this subject (ATC-40 and FEMA 273/274) are introduced and discussed. Numerical examples are provided to illustrate the practical applications of the methods discussed.
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References
Applied Technology Council (1996), Seismic Evaluation and Retrofit of Concrete Buildings, ATC-40, Volume 1 and 2, Report No. SSC 96-01, Seismic Safety Commission, Redwood City, CA.
Federal Emergency Management Agency (1997), NEHRP Guidelines for the Seismic Rehabilitation of Buildings, FEMA-273, Washington, D.C.
Federal Emergency Management Agency (1997), NEHRP Commentary on the Guidelines for the Seismic Rehabilitation of Buildings, FEMA-274, Washington, D.C.
King, S.A. and Rojhan, C. (1997), “ATC-38 Database on the Performance of Buildings Near Strong-Motion Recordings,” Proceedings of Northridge Earthquake Research Conference, CUREe, Los Angeles, August.
Crandell, J.H. (1997), “Statistical assessment of Residential Construction Damage by the Northridge Earthquake,” Proceedings of Northridge Earthquake Research Conference, CUREe, Los Angeles, August.
Naeim, F. and Kelly, J.M. (1999), Design of Seismic Isolated Structures — From Theory to Practice, John Wiley & Sons, New York.
Naeim, F. (1998), “Earthquake Ground Motions and Performance Based Design”, Performance Based Seismic Engineering Invitational Workshop, Earthquake Engineering Research Institute, San Diego, California.
Freeman, S.A., Nicoletti, J.P. and Tyrell, J.V., 1975, “Evaluation of Existing Buildings for Seismic Risk: A Case Study of Pudget Sound Naval Shipyard, Bremerton, Washington,” Proceedings of U.S. National Conference of Earthquake Engineers, Berkeley, Earthquake Engineering Research Institute.
Freeman, S.A., 1998, “Development and use of Capacity Spectrum Method,” Paper No. 269, Proceedings of the 6 th U.S. National Conference of Earthquake Engineering, Seattle, Washington.
U.S. Army, 1986, Seismic Design Guidelines for Essential Buildings, Departments of the Army (TM5-809-10-1), Navy (NAVFAC P355.1), and the Air Force (AFM88-3), Washington, DC.
Structural Engineers Association of California (SEAOC), 1995, Vision 2000: Performance-Based Seismic Engineering of Buildings, Sacramento, California.
International Code Council, 2000, International Building Code 2000.
International Conference of Building Officials, 1997, Uniform Building Code, Whittier, CA.
Chopra, A.K. and Goel R.K., 1999, Capacity-Demand-Diagram Methods for Estimating Seismic Deformation of Inelastic Structures: SDF Systems, Pacific Earthquake Engineering Research Center, PEER-1999/02, University of California, Berkeley, California.
Chopra, A.K. and Goel R.K., 2000, “Capacity-Demand-Diagram Methods Based on Inelastic Design Spectrum,” Earthquake Spectra, Volume 15, Number 4, EERI, Oakland, California.
Newmark, N.M., and Hall, W.J., 1982, Earthquake Spectra and Design, Earthquake Engineering Research Institute, Berkeley, California.
Krawinkler, H. and Nassar, A.A., 1992, “Seismic Design based on Ductilities and Cumulative Damage Demands and Capacities,” in Nonlinear Seismic Analysis and Design of Reinforced Concrete Buildings, P. Fajfar and J. Krawinkler, Editors., Elsevier Applied Science, New York.
Vidic, T., Fajfar, P. and Fischinger, M., 1994, “Consistent Inelastic Design Spectra: Strength and Displacement,” Earthquake Engineering and Structural Dynamics 23(5).
Fajfar, P., 2000, “A Nonlinear Analysis Method for Performance Based Seismic Design,” Accepted for Publication in Earthquake Spectra, EERI, Oakland, California.
Aschheim M., Black, E.F., 2000, “Yield Point Spectra for Seismic Design and Rehabilitation,” Earthquake Spectra, Volume 16, Number 2, EERI, Oakland, California.
Cormartin, C.D., Niewiarowski, Freeman, S.A. and Turner, F.M., 2000, “Seismic Evaluation and Retrofit of Concrete Buildings; A Practical Overview of the ATC-40 Document,” Earthquake Spectra, Volume 16, Number 1, EERI, Oakland, California.
Chai, W. and Guh, J., 1999, “Performance-Based Design of Concrete Shear Wall Buildings,” Proceedings of 1999 SEAOC Convention, Structural Engineers Association of California, Santa Barbara, California.
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Naeim, F., Bhatia, H., Lobo, R.M. (2001). Performance Based Seismic Engineering. In: Naeim, F. (eds) The Seismic Design Handbook. Springer, Boston, MA. https://doi.org/10.1007/978-1-4615-1693-4_15
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DOI: https://doi.org/10.1007/978-1-4615-1693-4_15
Publisher Name: Springer, Boston, MA
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