561
Views
27
CrossRef citations to date
0
Altmetric
Original Articles

Crack Patterns Induced by Foundation Settlements: Integrated Analysis on a Renaissance Masonry Palace in Italy

, , &
Pages 111-129 | Received 30 Sep 2013, Accepted 01 Feb 2014, Published online: 02 Oct 2014

REFERENCES

  • Acito, M., and G. Milani. 2012. Homogenization approach for the evaluation of crack patterns induced by foundation settlement on an old masonry building. Open Civil Engineering Journal 6(special issue 1): 215–230.
  • Alessandri, C., and V. Mallardo. 2012. Structural assessments of the Church of the Nativity in Bethlehem. Journal of Cultural Heritage, 13: e61–e69.
  • Alessandri, C., V. Mallardo, B. Pizzo, and E. Ruocco. 2012. The roof of the Church of the Nativity in Bethlehem: Structural problems and intervention technique. Journal of Cultural Heritage 13: e70–e81.
  • Capurso, M., and G. Maier. 1966. Incremental elastoplastic analysis and quadratic optimization. Meccanica 5(2):107–116.
  • Cervenka, V., L. Jendele, and J. Cervenka 2007. ATENA Program Documentation—Part I: Theory. Prague, Czech Republic: Cervenka Consulting Company. Available at: http://www.cervenka.cz
  • Circolare 617/09 2009. Istruzioni per l’Applicazione Nuove Norme Tecniche Costruzioni di cui al Decreto Ministeriale 14 gennaio 2008. Gazzetta Ufficiale, Rome, Italy: Norme Tecniche Costruzioni.
  • Ferris, M., and F. Tin-Loi. 2001. Limit analysis of frictional block assemblies as a mathematical program with complementarity constraints. International Journal of Mechanical Sciences 43: 209–224.
  • Giardina, G., A. Marini, M. A. N. Hendriks, J. G. Rots, and F. Rizzardini. 2012. Experimental analysis of a masonry façade subjected to tunnelling–induced settlement. Engineering Structures 45: 421–434.
  • Gikas, V., and M. Sakellariou. 2008. Settlement analysis of the Mornos earth dam (Greece): Evidence from numerical modeling and geodetic monitoring. Engineering Structures 30: 3074–3081.
  • Gilbert, M., C. Casapulla, and H. M. Ahmed. 2006. Limit analysis of masonry block structures with nonassociative frictional joints using linear programming. Computers and Structures 84: 873–887.
  • Grant, R., J. T. Christian, and E. H. Vanmarcke. 1974. Differential settlement of buildings. Journal of Geotechnical Engineering (ASCE) 100(GT9):973–991.
  • Grierson, D. E., A. Franchi, O. De Donato, and L. Corradi. 1979. Mathematical programming and nonlinear finite element analysis. Computer Methods in Applied Mechanics and Engineering 17–18(Part 2):497–518.
  • Holl, M., S. Loehnert, and P. Wriggers. 2013. An adaptive multiscale method for crack propagation and crack coalescence. International Journal for Numerical Methods in Engineering 93: 23–51.
  • Janda, T., M. Sejnoha, and J. Sejnoha. 2013. Modeling of soil structure interaction during tunnel excavation: An engineering approach, Advances in Engineering Software 62–63:51–60 [special issue dedicated to Professor Zdenek Bittnar on the occasion of his seventieth birthday: Part I].
  • Kawai, T. 1978. New discrete models and their application to seismic response analysis of structures. Nuclear Engineering and Design 48: 207–229.
  • Laudiero, F. 2009. Valutazione e riduzione del rischio sismico del patrimonio culturale. Il caso di Palazzo Contughi–Gulinelli e della Torre Campanaria del Complesso di San Benedetto [internal report of the Department of Architecture, University of Ferrara]. Ferrara, Italy: University of Ferrara.
  • Lourenço P. B., and J. Rots. 1997. A multi-surface interface model for the analysis of masonry structures. Journal of Engineering Mechanics (ASCE) 123(7):660–668.
  • Mallardo V. 2009. Integral equations and nonlocal damage theory: A numerical implementation using the BDEM. International Journal of Fracture 157(1–2):13–32.
  • Mallardo, V., R. Malvezzi, E. Milani, and G. Milani. 2008. Seismic vulnerability of historical masonry buildings: A case study in Ferrara. Engineering Structures 30(8):2223–2241.
  • Milani, G. 2011. Simple homogenization model for the non-linear analysis of in-plane loaded masonry walls. Computers & Structures 89: 1586–1601.
  • Milani, G., P. B. Lourenço, and A. Tralli. 2006a. Homogenised limit analysis of masonry walls—-Part I: Failure surfaces. Computers and Structures 84(3–4):166–180.
  • Milani G., P. B. Lourenço, and A. Tralli. 2006b. Homogenization approach for the limit analysis of out-of-plane loaded masonry walls. Journal of Structural Engineering ASCE 132(10):1650–1663.
  • Milani, G., and P. B. Lourenço. 2009. A discontinuous quasi-upper bound limit analysis approach with sequential linear programming mesh adaptation. International Journal of Mechanical Sciences 51(1):89–104.
  • Milani, E., G. Milani, and A. Tralli, A. 2008. Limit analysis of masonry vaults by means of curved shell finite elements and homogenization. International Journal of Solids and Structures 45(20):5258–5288.
  • Milani, G., and A. Tralli. 2012. A simple meso-macro model based on SQP for the non-linear analysis of masonry double curvature structures. International Journal of Solids and Structures 49(5):808–834.
  • Norme Tecniche per le Costruzioni (NTC). 2008. Nuove norme tecniche per le costruzioni: GU n.29 04/02/2008—14/01/2008. Rome, Italy: Ministero delle Infrastrutture.
  • Orduña, A., and P. B. Lourenço. 2005. Three-dimensional limit analysis of rigid blocks assemblages—Part I: Torsion failure on frictional joints and limit analysis formulation. International Journal of Solids and Structures 42(18–19):5140–5160.
  • Padura, A. B., J. B. Sevilla, and J. G. Navarro. 2012. Settlement predictions, bearing capacity and safety factor of subsoil of Sevilla’s Giralda. International Journal of Architectural Heritage 6: 626–647.
  • Skempton, A. W., and D. H. MacDonald. 1956. The allowable settlements of buildings. ICE Proceedings: Engineering Divisions 5(6):727–768.
  • Strand 7. 2004. Straus 7.2: User’s manual. Sidney, Australia: Strand 7. Available at www.strand7.com
  • Torboli, M. 1999. Il “Magnifico Palagio” Contughi–Gulinelli di Ferrara: Per la storia di una dimora patrizia. Musei Ferraresi XVIII, 77–90.

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.