Skip to main content

Seismic Rehabilitation of Masonry Heritage Structures with Base-Isolation and FRP Laminates – A Case Study Comparison

  • Conference paper
  • First Online:
Proceedings of the International Conference on Earthquake Engineering and Structural Dynamics (ICESD 2017)

Part of the book series: Geotechnical, Geological and Earthquake Engineering ((GGEE,volume 47))

  • 794 Accesses

Abstract

The cultural and historical significance of architectural heritage buildings demands intrinsic considerations regarding appropriate conservation measures that need to be undertaken in order to restore or maintain their historical values. In this paper two contemporary seismic strengthening measures with varying degrees of invasiveness and strengthening efficiency are employed in a case study numerical simulation on a typical neo-renaissance masonry heritage building. The use of fibre reinforced polymer composites and the implementation of base-isolation was considered in the study in order to achieve the desired, code-based seismic protection levels. Non-linear static analyses with incremental increases in levels of seismic intensities were conducted on mathematical models of the fixed-base, FRP-strengthened and base-isolated variants of the structure. The comparison of results based on static pushover analyses for various ranges of seismic intensity was presented, while each strengthening measure was assessed in terms of its efficiency.

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 169.00
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 219.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info
Hardcover Book
USD 219.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

References

  • CEN – European Committee for Standardisation (2005) Eurocode 8: design of structures for earthquake resistance – part 3: general rules, seismic actions and rules for buildings, design code EN 1998-3. CEN, Brussels

    Google Scholar 

  • CNR – Advisory Committee on Technical Recommendations for Construction (2004) Guide for the design and construction of externally bonded FRP systems for strengthening existing structures. CNR, Rome

    Google Scholar 

  • CSI – Computers and Structures (2016) SAP2000 (v18.2.0) – Structural Analysis Program. Berkeley, USA

    Google Scholar 

  • Dolšek M, Fajfar P (2005) Simplified non-linear seismic analysis of infilled reinforced concrete frames. Earthq Eng Struct Dyn 34:49–66

    Article  Google Scholar 

  • Fajfar P (2000) A nonlinear analysis method for performance-based seismic design. Earthq Spec 16(3):573–592

    Article  Google Scholar 

  • Kappos AJ, Papanikolaou VK (2016) Nonlinear dynamic analysis of masonry buildings and definition of seismic damage states. Open Construct Build Technol J 10(1):192

    Article  Google Scholar 

  • Kelly JM, Robinson BWH, Skinner RI (2007) Seismic isolation for designers and structural engineers. Robinson Seismic Limited, Petone

    Google Scholar 

  • Magenes G, Calvi GM (1997) In-plane seismic response of brick masonry walls. Earthq Eng Struct Dyn 26(11):1091–1112

    Article  Google Scholar 

  • Marcari G, Manfredi G, Prota A, Pecce M (2007) In-plane shear performance of masonry panels strengthened with FRP. Compos Part B 38(7):887–901

    Article  Google Scholar 

  • Parisi F, Augenti N (2013) Seismic capacity of irregular unreinforced masonry walls with openings. Earthq Eng Struct Dyn 42(1):101–121

    Article  Google Scholar 

  • Petrovčič S, Kilar V (2013) Seismic failure mode interaction for the equivalent frame modeling of unreinforced masonry structures. Eng Struct 30(54):9–22

    Article  Google Scholar 

  • Petrovčič S, Kilar V (2016) Seismic retrofitting of historic masonry structures with the use of base isolation—modeling and analysis aspects. Int J Archit Herit:1–8

    Google Scholar 

  • Prota A, Manfredi G, Nardone F (2008) Assessment of design formulas for in-plane FRP strengthening of masonry walls. J Compos Constr 12(6):643–649

    Article  Google Scholar 

Download references

Acknowledgements

The results presented in this article are based on work that was supported by the Slovenian Research Agency (grant number P5-0068). The authors greatly acknowledge the financial support for this research.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Simon Petrovčič .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2019 Springer International Publishing AG, part of Springer Nature

About this paper

Check for updates. Verify currency and authenticity via CrossMark

Cite this paper

Petrovčič, S., Kilar, V. (2019). Seismic Rehabilitation of Masonry Heritage Structures with Base-Isolation and FRP Laminates – A Case Study Comparison. In: Rupakhety, R., Olafsson, S., Bessason, B. (eds) Proceedings of the International Conference on Earthquake Engineering and Structural Dynamics. ICESD 2017. Geotechnical, Geological and Earthquake Engineering, vol 47. Springer, Cham. https://doi.org/10.1007/978-3-319-78187-7_20

Download citation

Publish with us

Policies and ethics