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Preliminary Results from Shake Table Tests of the FUTURE Mock-Up

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Proceedings of the 10th International Conference on Behaviour of Steel Structures in Seismic Areas (STESSA 2022)

Part of the book series: Lecture Notes in Civil Engineering ((LNCE,volume 262))

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Abstract

The EC8 design rules and requirements for steel moment-resisting frames (MRFs) mainly address far-field seismic scenarios. However, there are specific issues to account for Near Fault (NF) strong motions that may increase inelastic demand on structural steel members and joints. The latter are usually designed or qualified for far-field earthquakes. Also, the drift displacement is often characterized by severe unidirectional concentration. Another aspect influencing the design of MRFs is the limitation of interstorey drifts, which is often rather restrictive, thus penalizing the design of steel MRFs. The use of ductile energy-efficient claddings can be beneficial to relax the drift limitations, thus allowing to optimize the structural design, reducing the constructional costs, and encouraging the use of more sustainable solutions. To investigate these aspects, an experimental testing program has been planned within the FUTURE project, funded in the framework of the H2020-INFRAIA SERA program. In this project, comprehensive shake table tests were carried out on a two-storey one-bay mock-up equipped with different types of beam-to-column joints and extra ductile non-structural components. This paper illustrates the preliminary experimental results obtained on the bare steel frame equipped with two different types of detachable joints.

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References

  1. EN 1993:1-8 (2005) Design of Steel Structures - Part 1–8: Design of Joints. CEN

    Google Scholar 

  2. EN 1998-1 (2005) Design of Structures for Earthquake Resistance - Part 1: General Rules, Seismic Actions and Rules for Buildings. CEN

    Google Scholar 

  3. Landolfo R (2017) European pre-QUALified steel JOINTS – EQUALJOINTS: Final Report - TG S8, (EUR 28903, ISSN 1831-9424)

    Google Scholar 

  4. D’Aniello M, Tartaglia R, Costanzo S, Landolfo R (2017) Seismic design of extended stiffened end-plate joints in the framework of Eurocodes. J Constr Steel Res 128:512–527

    Article  Google Scholar 

  5. Tartaglia R, D’Aniello M, Rassati GA, Swanson JA, Landolfo R (2018) Full strength extended stiffened end-plate joints: AISC vs recent European design criteria. Eng Struct 159:155–171

    Article  Google Scholar 

  6. Tartaglia R, D’Aniello M, Zimbru M, Landolfo R (2018) Finite element simulations on the ultimate response of extended stiffened end-plate joints. Steel Compos Struct Int J 27(6):727–745

    Google Scholar 

  7. Tartaglia R, D’Aniello M, Landolfo R (2018) The influence of rib stiffeners on the response of extended end-plate joints. J Constr Steel Res 148:669–690

    Article  Google Scholar 

  8. Goltz JD (1994) The Northridge, California earthquake of January 17, 1994: general reconnaissance report, NCEER-94-0005

    Google Scholar 

  9. Youssef NFG, Bonowitz D, Gross JL (1995) A survey of steel moment-resisting frame buildings affected by the 1994 Northridge earthquake, NISTR 56254

    Google Scholar 

  10. Watanabe E, Sugiura K, Nagata K, Kitane Y (1998) Performances and damages to steel structures during 1995 Hyogoken-Nanbu earthquake. Eng Struct 20(4–6):282–290

    Article  Google Scholar 

  11. Tartaglia R, D’Aniello MD, Lorenzo GD, Martino A (2018) Influence of EC8 rules on p-delta effects on the design and response of steel MRF. Ingegneria sismica 35(3):104–120

    Google Scholar 

  12. Landofo R (2013) Study of the seismic behavior of Knauf partition and façade walls based on the critical analysis of available experimental tests, Final report

    Google Scholar 

  13. SERA—H2020-INFRAIA-2016-2017/H2020-INFRAIA-2016-1. https://sera-ta.eucentre.it/

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Acknowledgements

The financial support from Seismic Engineering Research Infrastructure for FUTURE (SERA) Project, funded within the H2020-INFRAIA-2016-2017 Framework Program of the European Commission under grant agreement No. 730900 is greatly appreciated. Any opinions, findings and conclusions expressed in this paper are those of the authors and do not necessarily reflect those of SERA sponsors.

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Authors and Affiliations

  1. Department of Structures for Engineering and Architecture, University of Naples Federico II, Naples, Italy

    Mario D’Aniello, Roberto Tartaglia & Raffaele Landolfo

  2. Department of Civil Engineering and Industrial Design, University of Liverpool, Liverpool, UK

    Luigi Di Sarno

  3. Service d’Études Mécaniques et Thermiques, CEA, Université Paris-Saclay, Gif-sur-Yvette, France

    Alain Le Maoult & Giuseppe Rastiello

Authors
  1. Mario D’Aniello
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  2. Roberto Tartaglia
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  3. Raffaele Landolfo
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  4. Luigi Di Sarno
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  5. Alain Le Maoult
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  6. Giuseppe Rastiello
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Corresponding author

Correspondence to Mario D’Aniello .

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Editors and Affiliations

  1. University of Naples "Federico II", Naples, Italy

    Federico M. Mazzolani

  2. Romanian Academy, Timisoara Branch, Politehnica University Timisoara, Timișoara, Romania

    Dan Dubina

  3. Politehnica University Timisoara, Timișoara, Romania

    Aurel Stratan

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D’Aniello, M., Tartaglia, R., Landolfo, R., Di Sarno, L., Le Maoult, A., Rastiello, G. (2022). Preliminary Results from Shake Table Tests of the FUTURE Mock-Up. In: Mazzolani, F.M., Dubina, D., Stratan, A. (eds) Proceedings of the 10th International Conference on Behaviour of Steel Structures in Seismic Areas. STESSA 2022. Lecture Notes in Civil Engineering, vol 262. Springer, Cham. https://doi.org/10.1007/978-3-031-03811-2_55

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  • DOI: https://doi.org/10.1007/978-3-031-03811-2_55

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  • Publisher Name: Springer, Cham

  • Print ISBN: 978-3-031-03810-5

  • Online ISBN: 978-3-031-03811-2

  • eBook Packages: EngineeringEngineering (R0)

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