Quantitative Shaking Evaluation of Bracing-Strengthened and Base-Isolated Buildings Using Seismic Intensity Level

Authors

  • Henda Febrian Egatama Department of Civil Engineering, Diponegoro University, Semarang, Indonesia/ Department of Civil Engineering, Atma Jaya University of Yogyakarta, Sleman, Indonesia https://orcid.org/0000-0002-3245-8994
  • Nanang Gunawan Wariyatno Department of Civil Engineering, Jenderal Soedirman University, Purbalingga, Indonesia
  • Han Ay Lie Department of Civil Engineering, Diponegoro University, Semarang, Indonesia
  • Muhammad Zulfikar Adhi Muliawan Department of Civil Engineering, Diponegoro University, Semarang, Indonesia
  • Buntara Sthenly Gan Department of Architecture, College of Engineering, Nihon University, Fukushima, Japan

DOI:

https://doi.org/10.46604/peti.2024.13578

Keywords:

seismic intensity level (SIL), comfort-based, shaking performance, base-isolated, earthquake

Abstract

In current design practice, the seismic strength design of buildings is commonly based on the strength concept, lacking a quantitative evaluation tool that can show the performance of the buildings during earthquakes. This paper demonstrates the application of seismic intensity level (SIL) as a quantitative evaluation tool for aseismic building performance. A simulation test is conducted on three categories of building-frame: non-strengthened (NA), bracing-strengthened (BS), and base-isolated (BI), subjected to a north-south (N-S) 1940 El Centro seismic wave. The criteria evaluated include maximum acceleration, energy dissipation, and the measured seismic intensity level (m-SIL). The effect of strengthening methods is compared based on those criteria. The results show that despite the apparent reduction in structural response metrics, the SIL value diminishes more substantially for base isolators (4.5 level decrease) than bracing (0.4 level decrease). This confirms that SIL provides higher consistency results and is straightforward to comprehend.

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Published

2024-06-30

How to Cite

[1]
Henda Febrian Egatama, Nanang Gunawan Wariyatno, Han Ay Lie, Muhammad Zulfikar Adhi Muliawan, and Buntara Sthenly Gan, “Quantitative Shaking Evaluation of Bracing-Strengthened and Base-Isolated Buildings Using Seismic Intensity Level”, Proc. eng. technol. innov., vol. 27, pp. 66–83, Jun. 2024.

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