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Cultural Heritage Structures Strengthened by Ties Under Seismic Sequences and Uncertain Input Parameters: A Computational Approach

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Transdisciplinary Multispectral Modeling and Cooperation for the Preservation of Cultural Heritage (TMM_CH 2018)

Part of the book series: Communications in Computer and Information Science ((CCIS,volume 962))

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Abstract

The seismic analysis of existing Cultural Heritage framed structures that have been damaged and upgraded by using cable elements (tension-ties) is numerically investigated. Special attention is given to uncertainty concerning input parameters for the structural elements behaviour. A double discretization, in space by the Finite Element Method and in time by a direct approach, is applied. The unilateral behaviour of the cable elements that undertake only tension stresses is strictly taken into account. Damage indices are computed for the accumulating damage due to seismic sequences. The presented numerical approach is applied to a typical reinforced concrete (RC) frame-building of the recent Greek Cultural Heritage.

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References

  1. Asteris, P.G., Plevris, V. (eds.): Handbook of Research on Seismic Assessment and Rehabilitation of Historic Structures. IGI Global, Hershey (2015)

    Google Scholar 

  2. Moropoulou, A., Labropoulos, K.C., Delegou, E.T., Karoglou, M., Bakolas, A.: Non-destructive techniques as a tool for the protection of built cultural heritage. Constr. Build. Mater. 48, 1222–1239 (2013)

    Article  Google Scholar 

  3. Moropoulou, A., et al.: NDT investigation of Holy Sepulchre complex structures. In: Radonjanin, V., Crews, K. (eds.) Proceedings of Structural Faults and Repair 2012, Proceedings in CD-ROM (2012)

    Google Scholar 

  4. Bertero, V.V.: Seismic upgrading of existing buildings. In: Proc. Simposio Internacional de Ingeniería Civil, a los 10 Años de los Sismos de 1985, Sociedad Mexicana de Ingeniería, Sísmica, AC Mexico, D.F., Mexico (1995)

    Google Scholar 

  5. Dritsos, S.E.: Repair and Strengthening of Reinforced Concrete Structures. University of Patras, Greece (2001). (in Greek)

    Google Scholar 

  6. Fardis, M.N.: Seismic Design, Assessment and Retrofitting of Concrete Buildings: Based on EN-Eurocode 8. Springer, Heidelberg (2009). https://doi.org/10.1007/978-1-4020-9842-0

    Book  Google Scholar 

  7. FEMA P440A: Effects of strength and stiffness degradation on the seismic response of structural systems. U.S. Department of Homeland Security, Federal Emergency Management Agency (2009)

    Google Scholar 

  8. Greek Retrofitting Code-(KANEPE): Greek Organization for Seismic Planning and Protection (OASP), Greek Ministry for Environmental Planning and Public Works. Athens, Greece (2013). (in Greek). www.oasp.gr

  9. Penelis, G.Gr., Penelis, Gr.G.: Concrete Buildings in Seismic Regions. CRC Press, Boca Raton (2014)

    Google Scholar 

  10. Liolios, A., Chalioris, C.: Industrial reinforced concrete buildings strengthened by cable elements: a numerical investigation of the response under seismic sequences. In: Moropoulou, A. (ed.) Proceedings of Scientific Conference on “Scientific Support for Decision-Making on Sustainable and Compatible Materials and Interventions for the Preservation and Protection of Cultural Heritage”, Thalis Project, NTUA, Athens, pp. 244–257 (2015)

    Google Scholar 

  11. Liolios, A.: A computational investigation for the seismic response of RC structures strengthened by cable elements. In: Papadrakakis, M., Papadopoulos, V., Plevris, V. (eds.) Proceedings of COMPDYN 2015: Computational Methods in Structural Dynamics and Earthquake Engineering, 5th ECCOMAS Thematic Conference, Crete Island, Greece, 25–27 May 2015, vol. II, pp. 3997–4010 (2015)

    Google Scholar 

  12. Liolios, A., Chalioris, C.: Reinforced concrete frames strengthened by cable elements under multiple earthquakes: a computational approach simulating experimental results. In: Proceedings of 8th GRACM International Congress on Computational Mechanics, Volos, 12–15 July 2015

    Google Scholar 

  13. Panagiotopoulos, P.D.: Hemivariational Inequalities. Applications in Mechanics and Engineering. Springer, Heidelberg (1993). https://doi.org/10.1007/978-3-642-51677-1

    Book  MATH  Google Scholar 

  14. Leftheris, B., Stavroulaki, M.E., Sapounaki, A.C., Stavroulakis, G.E.: Computational Mechanics for Heritage Structures. WIT Press, Southampton (2006)

    Google Scholar 

  15. Papadrakakis, M., Stefanou, G. (eds.): Multiscale Modeling and Uncertainty Quantification of Materials and Structures. Springer, Cham (2014). https://doi.org/10.1007/978-3-319-06331-7

    Book  Google Scholar 

  16. Strauss, A., Frangopol, D.M., Bergmeister, K.: Assessment of existing structures based on identification. J. Struct. Eng. ASCE 136(1), 86–97 (2010)

    Article  Google Scholar 

  17. Vamvatsikos, D., Cornell, C.A.: Incremental dynamic analysis. Earthquake Eng. Struct. Dynam. 31, 491–514 (2002)

    Article  Google Scholar 

  18. Vamvatsikos, D., Cornell, C.A.: Direct estimation of the seismic demand and capacity of oscillators with multi-linear static pushovers through IDA. Earthquake Eng. Struct. Dynam. 35(9), 1097–1117 (2006)

    Article  Google Scholar 

  19. Vamvatsikos, D., Fragiadakis, M.: Incremental dynamic analysis for estimating seismic performance sensitivity and uncertainty. Earthquake Eng. Struct. Dynam. 39(2), 141–163 (2010)

    Google Scholar 

  20. Thomos, G.C., Trezos, C.G.: Examination of the probabilistic response of reinforced concrete structures under static non-linear analysis. Eng. Struct. 28, 120–133 (2006)

    Article  Google Scholar 

  21. Hatzigeorgiou, G., Liolios, A.: Nonlinear behaviour of RC frames under repeated strong ground motions. Soil Dyn. Earthq. Eng. 30, 1010–1025 (2010)

    Article  Google Scholar 

  22. Liolios, As., Liolios, A., Hatzigeorgiou, G.: A numerical approach for estimating the effects of multiple earthquakes to seismic response of structures strengthened by cable-elements. J. Theor. Appl. Mech. 43(3), 21–32 (2013). https://doi.org/10.2478/jtam-2013-0021

    Article  MathSciNet  Google Scholar 

  23. Maniatakis, C.A., Spyrakos, C.C., Kiriakopoulos, P.D., Tsellos, K.P.: Seismic response of a historic church considering pounding phenomena. Bull. Earthq. Eng. 16(7), 2913–2941 (2018)

    Article  Google Scholar 

  24. Spyrakos, C.C., Maniatakis, Ch.A.: Retrofitting of a historic masonry building. In: 10th National and 4th International Scientific Conference on Planning, Design, Construction and Renewal in the Construction Industry (iNDiS 2006), Novi Sad, 22–24 November 2006, pp. 535–544 (2006)

    Google Scholar 

  25. Spyrakos, C.C., Maniatakis, C.A.: Seismic protection of monuments and historic structures – the SEISMO research project. In: Proceedings of the VII European Congress on Computational Methods in Applied Sciences and Engineering ECCOMAS 2016, 5–10 June 2016, Crete Island, Greece (2016)

    Google Scholar 

  26. Lee, T.H., Mosalam, K.M.: Probabilistic seismic evaluation of reinforced concrete structural components and systems. Report 2006/04, Pacific Earthquake Engineering Research Center. University of California, Berkeley, USA Google Scholar (2006)

    Google Scholar 

  27. Melchers, R.E., Beck, A.T.: Structural Reliability Analysis and Prediction, 3rd edn. Wiley, New York (2018)

    Google Scholar 

  28. JCSS: Probabilistic Model Code-Part 1: Basis of Design (12th draft). Joint Committee on Structural Safety, March 2001. http://www.jcss.ethz.ch/

  29. Georgioudakis, M., Stefanou, G., Papadrakakis, M.: Stochastic failure analysis of structures with softening materials. Eng. Struct. 61, 13–21 (2014)

    Article  Google Scholar 

  30. Ang, A.H., Tang, W.H.: Probability Concepts in Engineering Planning and Design, vol. 2: Decision, Risk, and Reliability. Wiley, New York (1984)

    Google Scholar 

  31. Casciati, F., Augusti, G., Baratta, A.: Probabilistic Methods in Structural Engineering. CRC Press, Boca Raton (2014)

    MATH  Google Scholar 

  32. Kottegoda, N., Rosso, R.: Statistics, Probability and Reliability for Civil and Environmental Engineers. McGraw-Hill, London (2000)

    Google Scholar 

  33. Dimov, I.T.: Monte Carlo Methods for Applied Scientists. World Scientific, Singapore (2008)

    MATH  Google Scholar 

  34. Liolios, A., Moropoulou, A., Liolios, As., Georgiev, K., Georgiev, I.: A computational approach for the seismic sequences induced response of cultural heritage structures upgraded by ties. In: Margenov, S., Angelova, G., Agre, G. (eds.) Innovative Approaches and Solutions in Advanced Intelligent Systems. SCI, vol. 648, pp. 47–58. Springer, Cham (2016). https://doi.org/10.1007/978-3-319-32207-0_4

    Chapter  Google Scholar 

  35. Chopra, A.K.: Dynamics of Structures: Theory and Applications to Earthquake Engineering. Pearson Prentice Hall, New York (2007)

    Google Scholar 

  36. Carr, A.J.: RUAUMOKO - Inelastic Dynamic Analysis Program. Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand (2008)

    Google Scholar 

  37. Mitropoulou, C.C., Lagaros, N.D., Papadrakakis, M.: Numerical calibration of damage indices. Adv. Eng. Softw. 70, 36–50 (2014)

    Article  Google Scholar 

  38. Park, Y.J., Ang, A.H.S.: Mechanistic seismic damage model for reinforced concrete. J. Struct. Div. ASCE 111(4), 722–739 (1985)

    Article  Google Scholar 

  39. Paulay, T., Priestley, M.J.N.: Seismic Design of Reinforced Concrete and Masonry Buildings. Wiley, New York (1992)

    Book  Google Scholar 

  40. PEER: Pacific Earthquake Engineering Research Center. PEER Strong Motion Database (2011). http://peer.berkeley.edu/smcat

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Author information

Authors and Affiliations

  1. Department of Civil Engineering, Democritus-University of Thrace, Xanthi, Greece

    Angelos A. Liolios

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  1. Angelos A. Liolios
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Correspondence to Angelos A. Liolios .

Editor information

Editors and Affiliations

  1. National Technical University of Athens, Athens, Greece

    Antonia Moropoulou

  2. National Technical University of Athens, Athens, Greece

    Manolis Korres

  3. National Technical University of Athens, Athens, Greece

    Andreas Georgopoulos

  4. National Technical University of Athens, Athens, Greece

    Constantine Spyrakos

  5. National Technical University of Athens, Athens, Greece

    Charalambos Mouzakis

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Liolios, A.A. (2019). Cultural Heritage Structures Strengthened by Ties Under Seismic Sequences and Uncertain Input Parameters: A Computational Approach. In: Moropoulou, A., Korres, M., Georgopoulos, A., Spyrakos, C., Mouzakis, C. (eds) Transdisciplinary Multispectral Modeling and Cooperation for the Preservation of Cultural Heritage. TMM_CH 2018. Communications in Computer and Information Science, vol 962. Springer, Cham. https://doi.org/10.1007/978-3-030-12960-6_13

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  • DOI: https://doi.org/10.1007/978-3-030-12960-6_13

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  • Publisher Name: Springer, Cham

  • Print ISBN: 978-3-030-12959-0

  • Online ISBN: 978-3-030-12960-6

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