PERFORMANCE-BASED SEISMIC DESIGN FRAMEWORKS FOR RESILIENT INFRASTRUCTURE DEVELOPMENT
Keywords:
Performance-Based Design, Seismic Resilience, Infrastructure, Risk Mitigation, Earthquake EngineeringSynopsis
Performance-Based Seismic Design (PBSD) frameworks aim to develop infrastructure that not only resists earthquake forces but also ensures quick functionality recovery post-event. This paper outlines the theoretical foundation, implementation challenges, and potential innovations in PBSD for resilient development. The framework emphasizes risk-informed decision-making, multilevel performance targets, and resilience metrics. With increasing urbanization and seismic threats, the adoption of PBSD is essential to mitigate infrastructure failures and economic disruptions.
References
[1] Bruneau, M., Chang, S. E., Eguchi, R. T., Lee, G. C., O’Rourke, T. D., Reinhorn, A. M., Shinozuka, M., Tierney, K., Wallace, W. A., & von Winterfeldt, D. (2003). A framework to quantitatively assess and enhance the seismic resilience of communities. Earthquake Spectra, 19(4), 733–752. https://doi.org/10.1193/1.1623497
[2] Cimellaro, G. P., Reinhorn, A. M., & Bruneau, M. (2010). Framework for analytical quantification of disaster resilience. Engineering Structures, 32(11), 3639–3649. https://doi.org/10.1016/j.engstruct.2010.08.008
[3] Hamburger, R. O. (1998). Development of next-generation performance-based seismic design procedures for new and existing buildings. 10th U.S.–Japan Workshop on Improvement of Structural Design and Construction Practices.
[4] Luco, N., Ellingwood, B. R., Hamburger, R. O., Hooper, J. D., Kimball, J. K., & Kircher, C. A. (2006). Performance-based seismic design of buildings using advanced structural reliability methods. ATC/PEER Joint Venture.
[5] Miranda, E., & Taghavi, S. (2005). Estimation of seismic demands on acceleration-sensitive nonstructural components in hospitals. John A. Blume Earthquake Engineering Center. Report No. 2003.
[6] Gummadi, V. P. K. (2020). API design and implementation: RAML and OpenAPI specification. Journal of Electrical Systems, 16(4). https://doi.org/10.52783/jes.9329
[7] Moehle, J. P. (2004). Performance-based seismic design of buildings. Earthquake Engineering & Structural Dynamics, 33(10), 1155–1174. https://doi.org/10.1002/eqe.388
[8] Porter, K. A. (2003). An overview of PEER’s performance-based earthquake engineering methodology. 9th International Conference on Applications of Statistics and Probability in Civil Engineering (ICASP9).
[9] Federal Emergency Management Agency (FEMA). (2000). FEMA-356: Prestandard and commentary for the seismic rehabilitation of buildings. American Society of Civil Engineers. https://www.fema.gov/media-library/assets/documents/356
[10] Bazzurro, P., & Cornell, C. A. (1994). Seismic hazard analysis of nonlinear structures. Probabilistic Engineering Mechanics, 9(3), 187–197. https://doi.org/10.1016/0266-8920(94)90015-9
[11] Deierlein, G. G., Reinhorn, A. M., & Willford, M. R. (2003). Nonlinear structural analysis for seismic design: NEHRP recommended provisions. FEMA/NEHRP Professional Papers.
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