Performance-Based Seismic Design in the Era of Low-Damage Systems: Devices, Design Methods, and Real-World Evidence

Authors

    Giulia Romano Department of Biomedical Engineering, Politecnico di Milano, Milan, Italy.
    Omar Al-Khatib * Department of Chemical Engineering, University of Jordan, Amman, Jordan. omar.alkhatib@ju.edu.jo

Keywords:

Performance-based seismic design, low-damage systems, self-centering mechanisms, energy dissipation devices, resilience-based design, nonlinear analysis, earthquake engineering

Abstract

This review aims to synthesize current developments in performance-based seismic design (PBSD) and low-damage structural systems, highlighting how innovative devices, analytical methodologies, and empirical evidence are converging to redefine seismic resilience in structural engineering. The study employed a qualitative systematic review design focusing on 14 peer-reviewed articles published between 2010 and 2025. Data collection was performed through major databases such as Scopus, Web of Science, and ScienceDirect using targeted keywords including “performance-based seismic design,” “low-damage systems,” and “resilient structures.” Data analysis followed a thematic approach using Nvivo 14 software, applying open, axial, and selective coding to identify and integrate recurring patterns and theoretical constructs. Thematic saturation was achieved after the twelfth source, ensuring conceptual completeness and analytical depth. Four dominant themes emerged: (1) the evolution of PBSD toward resilience-based frameworks emphasizing functionality, downtime, and repairability; (2) the proliferation of low-damage technologies such as self-centering frames, rocking walls, and hybrid energy-dissipation devices; (3) the advancement of analytical and computational tools, including nonlinear time-history analysis, probabilistic fragility modeling, and multi-objective optimization; and (4) empirical validation through large-scale experiments and post-earthquake observations confirming the real-world performance of low-damage systems. The review also identified persistent challenges in implementation, including limited code integration, cost barriers, and insufficient practitioner familiarity. The integration of PBSD with low-damage systems represents a transformative step in earthquake engineering, enabling buildings to achieve not only life safety but also rapid functionality recovery and lifecycle resilience. While technological maturity has been demonstrated, broader adoption will require standardization, policy incentives, and continued collaboration among researchers, engineers, and policymakers to translate research into resilient urban infrastructure.

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References

Almufti, I., & Willford, M. (2013). REDi™ Rating System: Resilience-based Earthquake Design Initiative for the Next Generation of Buildings. Arup.

ATC. (2017). ATC-58-2: Implementation of Performance-Based Seismic Design. Applied Technology Council.

Bai, J., Chen, Y., & Zhao, H. (2018). Multi-hazard resilience optimization of steel frames under fire-following-earthquake scenarios. Engineering Structures, 177, 371–383.

Bruneau, M., & Reinhorn, A. (2007). Exploring the concept of seismic resilience for acute care facilities. Earthquake Spectra, 23(1), 41–62.

Calvi, G. M., Sullivan, T. J., & Villani, A. (2016). Performance-based seismic design: Towards a resilience-based approach. Springer.

Celebi, M. (2017). Structural health monitoring for buildings: Current status and future directions. Journal of Structural Engineering, 143(9), 04017087.

Christopoulos, C., & Filiatrault, A. (2006). Principles of passive supplemental damping and seismic isolation. IUSS Press.

Cornell, C. A., & Krawinkler, H. (2000). Progress and challenges in seismic performance assessment. PEER Center News, 3(2), 1–3.

FEMA. (2018). Seismic Evaluation and Retrofit of Existing Buildings (ASCE/SEI 41-17). Federal Emergency Management Agency.

Franchin, P., Pinto, P. E., & Lupoi, A. (2011). Treatment of uncertainty in earthquake loss estimation. Bulletin of Earthquake Engineering, 9(5), 1359–1383.

Ghosh, J., & Padgett, J. E. (2010). Aging considerations in performance-based earthquake engineering. Structural Safety, 32(2), 101–109.

Hwang, H., & Huang, Y. N. (2010). Performance-based seismic design optimization. Earthquake Engineering & Structural Dynamics, 39(13), 1421–1437.

Kajiwara, K., et al. (2010). E-Defense shaking table tests of base-isolated buildings. Journal of Earthquake Engineering, 14(7), 1072–1088.

Kam, W. Y., Pampanin, S., & Elwood, K. (2011). Seismic performance of reinforced concrete buildings in the 2010–2011 Christchurch earthquakes. Bulletin of the New Zealand Society for Earthquake Engineering, 44(4), 239–278.

Krawinkler, H., & Miranda, E. (2004). Performance-based earthquake engineering. In Earthquake Engineering: From Engineering Seismology to Performance-Based Engineering (pp. 9–10). CRC Press.

Marsh, C., & Sarti, F. (2019). Implementation challenges for low-damage seismic systems in practice. Earthquake Spectra, 35(3), 1193–1210.

McKenna, F., Fenves, G. L., & Scott, M. H. (2017). OpenSees: A framework for earthquake engineering simulation. Computing in Science & Engineering, 9(4), 58–66.

Mechtcherine, V. (2013). Self-healing of construction materials. Construction and Building Materials, 41, 1–2.

Pampanin, S. (2015). Reality-check and renewed challenges in earthquake engineering: Implementing low-damage systems. Earthquake Engineering & Structural Dynamics, 44(9), 1475–1504.

Pampanin, S., Priestley, M. J. N., & Sritharan, S. (2006). PRESSS design and construction of five-story precast concrete building. PCI Journal, 51(5), 66–79.

Porter, K. A. (2003). An overview of PEER’s performance-based earthquake engineering methodology. Proceedings of 9th International Conference on Applications of Statistics and Probability in Civil Engineering.

Priestley, M. J. N. (2000). Performance-based seismic design. Bulletin of the New Zealand Society for Earthquake Engineering, 33(3), 325–346.

Priestley, M. J. N., Sritharan, S., Conley, J. R., & Pampanin, S. (1999). Preliminary results and conclusions from the PRESSS five-story precast concrete test building. PCI Journal, 44(6), 42–67.

Restrepo, J. I., & Rahman, M. (2007). Seismic performance of self-centering structural walls. Journal of Structural Engineering, 133(11), 1560–1570.

Roke, D., Sause, R., & Ricles, J. M. (2010). Damage-free seismic-resistant self-centering steel moment resisting frame. Journal of Structural Engineering, 136(11), 1380–1388.

Spencer, B. F., & Nagarajaiah, S. (2003). State of the art of structural control. Journal of Structural Engineering, 129(7), 845–856.

Sullivan, T. J., Priestley, M. J. N., & Calvi, G. M. (2012). A model code for the displacement-based seismic design of structures. IUSS Press.

Symans, M. D., & Constantinou, M. C. (1999). Semi-active control systems for seismic protection of structures: A state-of-the-art review. Engineering Structures, 21(6), 469–487.

Vamvatsikos, D., & Cornell, C. A. (2002). Incremental dynamic analysis. Earthquake Engineering & Structural Dynamics, 31(3), 491–514.

Wada, A., Iwata, M., & Huang, Y. N. (2012). Damage control design method for building structures. Earthquake Engineering & Structural Dynamics, 41(5), 681–698.

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Published

2024-05-01

Submitted

2024-02-23

Revised

2024-03-29

Accepted

2024-04-04

Issue

Section

Articles

How to Cite

Romano, G., & Al-Khatib, O. (2024). Performance-Based Seismic Design in the Era of Low-Damage Systems: Devices, Design Methods, and Real-World Evidence. Multidisciplinary Engineering Science Open, 1, 1-13. https://jmesopen.com/index.php/jmesopen/article/view/6

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