Design of Additional Dissipative Structures for Seismic Retrofitting of Existing Buildings

Author:

Bergami Alessandro Vittorio1ORCID

Affiliation:

1. Department of Structural and Geotechnical Engineering, Sapienza University of Rome, 00184 Rome, Italy

Abstract

This paper presents an innovative approach for improving the seismic protection of existing structures by introducing an additional dissipative structure (ADS). The seismic energy impacting the building can be dissipated through the contribution provided by the ADS, thereby reducing the need for the existing building to ensure its seismic capacity. This retrofitting technique is well-suited for structures facing architectural restrictions or challenging-to-update elements. It can help to address foundational issues by applying loads to new external components. This paper describes the design of the ADS and proposes a displacement-based design procedure. The design process involves a nonlinear static analysis and a simple procedure that must be iteratively repeated until the retrofitting target is achieved. This approach is simple and computationally efficient and can also be used for complex and irregular structures. Such structures are frequently encountered, and existing structures often exhibit unusual geometries and materials requiring extensive numerical modeling. The efficacy of this technique was evaluated using the case study of a school building located in central Italy. The results of numerical analyses indicated that owing to the ADS’s contribution, the seismic capacity of both buildings was enhanced, addressing the challenges associated with complex foundational interventions.

Publisher

MDPI AG

Reference32 articles.

1. La Greca, P., and Margani, G. (2018). Seismic and energy renovation measures for sustainable cities: A critical analysis of the Italian scenario. Sustainability, 10.

2. Socio-economic impact of renovation and energy retrofitting of the Gothenburg building stock;Mangold;Energy Build.,2016

3. Foti, D., Ruggiero, F., Sabbà, M.F., and Lerna, M. (2020). A Dissipating Frames for Seismic Retrofitting and Building Energy-Eciency. Infrastructures, 5.

4. Roia, D., Gara, F., Balducci, A., and Dezi, L. (2013, January 9–12). Dynamic tests on an existing r.c. school building retrofitted with “dissipative towers”. Proceedings of the 11th International Conference on Vibration Problems, Lisbon, Portugal.

5. Roia, D., Gara, F., Balducci, A., and Dezi, L. (2014, January 30). Ambient vibration tests on a reinforced concrete school building before and after retrofitting works with external steel. Dissipative Towers. Proceedings of the 9th International Conference on Structural Dynamics, EURODYN 2014, Porto, Portugal.

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