Skip to main content
SpringerLink
Log in

Non-linear analysis of RC masonry-infilled frames using the SLaMA method: part 2—parametric analysis and validation of the procedure

  • Original Research
  • Published:
Bulletin of Earthquake Engineering Aims and scope Submit manuscript

Abstract

Infill walls have significant effects on the global force–displacement curve of Reinforced Concrete (RC) frames, and possibly on the outcome of a seismic performance assessment. Therefore, it is paramount to explicitly consider their presence. An analytical procedure to derive the non-linear static force–displacement curve of infilled frame structures, within the Simple Lateral Mechanism Analysis (SLaMA) framework, has been presented in a companion paper (part 1). In this paper, the proposed procedure is applied to 72 case study infilled frames with different geometry (two, four, six stories; two, four bays), capacity and configuration of the RC members, strength and the distribution of the infills. The resulting capacity curves are compared to refined numerical pushover analyses. The observed satisfying match demonstrates the accuracy and reliability of the proposed procedure.

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

Access this article

Log in via an institution

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Institutional subscriptions

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9

Similar content being viewed by others

References

  • Asteris PG, Chrysostomou CZ, Giannopoulos IP, Smyrou E (2011) Masonry infilled reinforced concrete frames with openings. In: III ECCOMAS thematic conference on computational methods in structural dynamics and earthquake engineering, Corfu, Greece, May 2011

  • Asteris PG, Giannopoulos IP, Chrysostomou CZ (2012) Modeling of infilled frames with openings. Open Constr Build Technol J 6:81–91

    Article  Google Scholar 

  • Asteris PG, Cotsovos DM, Chrysostomou CZ, Mohebkhah A, Al-Chaar GK (2013) Mathematical micromodeling of infilled frames: state of the art. Eng Struct 56:1905–1921

    Article  Google Scholar 

  • Asteris PG, Cavaleri L, Di Trapani F, Sarhosis V (2016) A macro-modelling approach for the analysis of infilled frame structures considering the effects of openings and vertical loads. Struct Infrastruct Eng 12(5):551–566

    Article  Google Scholar 

  • ATC 40 (1996) Applied technology council. Seismic evaluation and retrofit of concrete buildings, Redwood City

    Google Scholar 

  • Bertoldi SH, Decanini LD, Gavarini C (1993) Telai tamponati soggetti ad azione sismica, un modello semplificato: confronto sperimentale e numerico (in Italian). In: Proceedings of the VI Italian conference on seismic engineering (ANIDIS). Perugia, Italy

  • Cardone D, Flora A (2017) Multiple inelastic mechanisms analysis (MIMA): a simplified method for the estimation of the seismic response of RC frame buildings. Eng Struct 145:368–380

    Article  Google Scholar 

  • Carr AJ (2016) RUAUMOKO2D—The Maori God of volcanoes and earthquakes. Inelastic Analysis Finite Element program, Christchurch

    Google Scholar 

  • Cavaleri L, Di Trapani F (2015) Prediction of the additional shear action on frame members due to infills. Bull Earthq Eng 13(5):1425–1454

    Article  Google Scholar 

  • Chrysostomou CZ, Asteris PG (2012) On the in-plane properties and capacities of infilled frames. Eng Struct 41:385–402

    Article  Google Scholar 

  • Crisafulli FJ (1997) Seismic behaviour of reinforced concrete structures with masonry infills. Ph.D. thesis, Department of Civil Engineering and Natural Resources, University of Canterbury, Christchurch, New Zealand

  • Crisafulli FJ, Carr AJ, Park R (2000) Analytical modelling of infilled frames structures: a general review. Bull N Z Soc Earthq Eng 33(1):30–47

    Google Scholar 

  • De Luca F, Woods GED, Galasso C, D’Ayala D (2018) RC infilled building performance against the evidence of the 2016 EEFIT Central Italy post-earthquake reconnaissance mission: empirical fragilities and comparison with the FAST method. Bull Earthq Eng 16:2943–2969. https://doi.org/10.1007/s10518-017-0289-1

    Article  Google Scholar 

  • Del Vecchio C, Gentile R, Di Ludovico M, Uva G, Pampanin S (2018) Implementation and validation of the simple lateral mechanism analysis (SLaMA) for the seismic performance assessment of a damaged case study building. J Earthq Eng. https://doi.org/10.1080/13632469.2018.1483278

    Google Scholar 

  • EC8, European Committee for Standardisation (CEN) (2005) Eurocode 8: design of structures for earthquake resistance Part 3: strengthening and repair of buildings. Belgium, Brussels

    Google Scholar 

  • Furtado A, Rodrigues H, Arêde A, Varum H, Grubišić M, Šipoš TK (2018a) Prediction of the earthquake response of a three-storey infilled RC structure. Eng Struct 171:214–235

    Article  Google Scholar 

  • Furtado A, Rodrigues H, Arêde A, Varum H (2018b) Out-of-plane behavior of masonry infilled RC frames based on the experimental tests available: a systematic review. Constr Build Mater 168:831–848

    Article  Google Scholar 

  • Gentile R (2017) Extension, refinement and validation of the simple lateral mechanism analysis (SLaMA) for the seismic assessment of RC structures. PhD thesis, Department of Civil, Environmental and Landscape, Building Engineering and Chemistry, Polytechnic University of Bari, Bari, Italy

  • Gentile R, Del Vecchio C, Pampanin S (2017) Seismic assessment of a RC case study building using the simple lateral mechanism analysis, SLaMA, method. In: 6th ECCOMAS thematic conference on computational methods in structural dynamics and earthquake engineering. Rhodes Island, Greece, 15–17 June 2017

  • Gentile R, Uva G, Pampanin S (2018) Mechanical interpretation of infills-to-frame interaction: contributions to the global base shear for strut-based frame models. In: 16th European conference on earthquake engineering (16ECEE). Thessaloniki, Greece, 18–21 June 2018

  • Gentile R, Del Vecchio C, Pampanin S, Raffaele D, Uva G (2019a) Refinement and validation of the Simple Lateral Mechanism Analysis (SLaMA) procedure for RC bare frames. J Earthq Eng. https://doi.org/10.1080/13632469.2018.1560377

  • Gentile R, Pampanin S, Raffaele D, Uva G (2019b) Non-linear analysis of RC masonry-infilled frames using the SLaMA method. Part 1: mechanical interpretation of the infill/frame interaction and formulation of the procedure. Bull Earthq Eng (in press)

  • Holmes M (1961) Steel frames with brickwork and concrete infilling. ICE Proc 19(4):473–478

    Google Scholar 

  • King DJ, Priestley MJN, Park R (1986) Computer programs for concrete column design. Research report 86/12, Department of Civil Engineering

  • Kowalsky MJ, Priestley MJN (2000) Improved analytical model for shear strength of circular reinforced concrete columns in seismic regions. ACI Struct J 97:388–396

    Google Scholar 

  • Landi L, Tardini A, Diotallevi PP (2016) A procedure for the displacement-based seismic assessment of infilled RC frames. J Earthq Eng 20(7):1077–1103

    Article  Google Scholar 

  • Magenes G, Pampanin S (2004) Seismic response of gravity-load design frames with masonry infills. In: 13th world conference on earthquake engineering

  • Mander JB, Priestley MJN, Park R (1988) Theoretical stress strain model for confined concrete. J Struct Eng 114(8):1804–1826

    Article  Google Scholar 

  • Montejo LA, Kowalsky MJ (2007) Set of codes for the analysis of reinforced concrete members. Raleigh, North Carolina

    Google Scholar 

  • Morandi P, Hak S, Magenes G (2011) Comportamento sismico delle tamponature in laterizio in telai in C. A.: definizione dei livelli prestazionali e calibrazione di un modello numerico (in Italian). In: XIV Convegno ‘l’ingegneria sismica in Italia’ (ANIDIS)

  • NZSEE New Zealand Society for Earthquake Engineering (2017) The seismic assessment of existing buildings—technical guidelines for engineering assessments. Wellington, New Zealand

    Google Scholar 

  • Pampanin S, Kam WY, Akguzel U, Tasligedik AS, Quintana Gallo P (2012) Seismic performance of reinforced concrete buildings in the christchurch CBD in 22 February 2011 earthquake. In: Part I: overview, University of Canterbury, Christchurch, New Zealand

  • Park R (1995) A static force-based procedure for the seismic assessment of existing reinforced concrete moment resisting frames. Bull N Z Soc Earthq Eng 30(3):213–226

    Google Scholar 

  • Priestley MJN (1997) Displacement-based seismic assessment of reinforced concrete buildings. J Earthq Eng 1(1):157–192

    Google Scholar 

  • Priestley MJN, Calvi G (1991) Towards a capacity-design assessment procedure for reinforced concrete frames. Earthq Spectra 7(3):413–437

    Article  Google Scholar 

  • Priestley MJN, Calvi GM, Kowalsky MJ (2007) Displacement-based seismic design of structures. IUSS Press, Pavia

    Google Scholar 

  • Ricci P, Di Domenico M, Verderame GM (2018) Empirical-based out-of-plane URM infill wall model accounting for the interaction with in-plane demand. Earthquake Eng Struct Dyn 47:802–827

    Article  Google Scholar 

  • Santhi MH, Knight GMS, Muthumani K (2005) Evaluation of seismic response of soft-storey infilled frames. Computers and Concrete 2(6):423–437

    Article  Google Scholar 

  • Sharpe RD (1976) The seismic response of inelastic structures. PhD thesis, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand

Download references

Acknowledgements

This study was performed in the framework of the “SAFER Concrete Technology” and “Advancements in Engineering Guidelines and Standards” projects, funded by the New Zealand Natural Hazard Research Platform (NHRP) and of the PE 2014–2018 joint program DPC (Italian Department of Civil Protection)—ReLUIS (Laboratories University Network of Seismic Engineering).

Author information

Authors and Affiliations

  1. Institute for Risk and Disaster Reduction, University College London, London, UK

    Roberto Gentile

  2. Department of Structural and Geotechnical Engineering, University of Rome “La Sapienza”, Rome, Italy

    Stefano Pampanin

  3. Department of Civil, Environmental and Landscape, Building Engineering and Chemistry, Polytechnic University of Bari, Bari, Italy

    Domenico Raffaele & Giuseppina Uva

Authors
  1. Roberto Gentile
    View author publications

    You can also search for this author in PubMed Google Scholar

  2. Stefano Pampanin
    View author publications

    You can also search for this author in PubMed Google Scholar

  3. Domenico Raffaele
    View author publications

    You can also search for this author in PubMed Google Scholar

  4. Giuseppina Uva
    View author publications

    You can also search for this author in PubMed Google Scholar

Corresponding author

Correspondence to Roberto Gentile.

Additional information

Publisher's Note

Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Gentile, R., Pampanin, S., Raffaele, D. et al. Non-linear analysis of RC masonry-infilled frames using the SLaMA method: part 2—parametric analysis and validation of the procedure. Bull Earthquake Eng 17, 3305–3326 (2019). https://doi.org/10.1007/s10518-019-00584-6

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s10518-019-00584-6

Keywords

Search

Navigation