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Original Articles

Application of Endurance Time Analysis in Seismic Evaluation of an Unreinforced Masonry Monument

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Pages 181-202 | Received 30 Jun 2015, Accepted 26 Feb 2016, Published online: 18 Jul 2016

References

  • Ambraseys, N. and Melville, C. [1988 ] “An analysis of the eastern Mediterranean earthquake of 20 May 1202,” Historical Seismograms and Earthquakes of the World, 181–200.
  • American Society of Civil Engineers [2006 ] Minimum Design Loads for Buildings and Other Structures (ASCE-7), Reston, Virginia, ASCE.
  • American Society of Civil Engineers [2007 ] Seismic Rehabilitation of Existing Buildings (ASCE/SEI 41-06), Reston, Virginia, ASCE.
  • Aref, A. J. and Dolatshahi, K. M. [2013 ] “A three-dimensional cyclic meso-scale numerical procedure for simulation of unreinforced masonry structures,” Computers & Structures 120, 9–23.
  • Atamturktur, S., Ramage, M. H., Li, T., and Farajpour, I. [2012 ] “Load carrying capacity assessment of a scaled masonry dome: Simulations validated with non-destructive and destructive measurements,” Construction and Building Materials 34, 418–429.
  • Azizolla, A. [1992 ] History of Astan Ghods Razavi, vol. 2, Khorasan Cultural Center, Tehran, Iran.
  • Berberian, M. and Yeats, R. S. [1999 ] “Patterns of historical earthquake rupture in the Iranian Plateau,” Bulletin of the Seismological Society of America 89(1), 120–139.
  • Block, P., Ciblac, T., and Ochsendorf, J. [2006 ] “Real-time limit analysis of vaulted masonry buildings,” Computers & Structures 84(29), 1841–1852.
  • Building and Housing Research Center. [2005 ] 2800 Standard. Iranian Code of Practice for Seismic Resistant Design of Buildings (in Persian), Tehran, Iran.
  • Calvi, G. M. [1999 ] “A displacement-based approach for vulnerability evaluation of classes of buildings,” Journal of Earthquake Engineering, 3(03), 411–438.
  • Carpinteri, A., Invernizzi, S., and Lacidogna, G. [2005 ] “In situ damage assessment and nonlinear modelling of a historical masonry tower,” Engineering Structures 27(3), 387–395.
  • Chopra, A. K. and Goel, R. K. [2002 ] “A modal pushover analysis procedure to estimate seismic demands for buildings,” Earthquake Engineering & Structural Dynamics 31, 561–582.
  • Dolatshahi, K. M., Aref, A. J., and Whittaker, A. S. [2015 ] “Interaction curves for in-plane and out-of-plane behaviors of unreinforced masonry walls,” Journal of Earthquake Engineering 19(1), 60–84.
  • Dolatshahi, K. M., Aref, A. J., and Yekrangnia, M. [2014 ] “Bidirectional behavior of unreinforced masonry walls,” Earthquake Engineering & Structural Dynamics 43(15), 2377–2397.
  • Estekanchi, H. [2010] “Website of the Endurance Time method.” Available at https://sites.google.com/site/etmethod/.
  • Estekanchi, H. and Alembagheri, M. [2012 ] “Seismic analysis of steel liquid storage tanks by endurance time method,” Thin-Walled Structures 50(1), 14–23.
  • Estekanchi, H., Vafai, A., and Sadeghazar, M. [2014 ] “Endurance time method for seismic analysis and design of structures,” Scientia Iranica 11(4), 361–370.
  • Fanning, P. J. and Boothby, T. E. [2001 ] “Three-dimensional modelling and full-scale testing of stone arch bridges”, Computers & Structures 79(29), 2645–2662.
  • Farshad, M. [2013 ] Design and Analysis of Shell Structures, vol. 16, Springer Science & Business Media, EMPA, Switzerland.
  • Federal Emergency Management Agency [2000 ] Prestandard and commentary for the seismic rehabilitation of buildings (FEMA356), Washington, DC.
  • Frankie, T. M., Gencturk, B., and Elnashai, A. S. [2012 ] “Simulation-based fragility relationships for unreinforced masonry buildings,” Journal of Structural Engineering 139(3), 400–410.
  • Grecchi, G. [2010 ] “Material and structural behavior of masonry: simulation with a commercial code,” Doctoral Thesis, University of Pavia, Lombardy, Italy.
  • Hariri‐Ardebili, M. and Saouma, V. [2015 ] “Quantitative failure metric for gravity dams,” Earthquake Engineering & Structural Dynamics 44(3), 461–480.
  • Hariri-Ardebili, M., Sattar, S., and Estekanchi, H. [2014 ] “Performance-based seismic assessment of steel frames using endurance time analysis,” Engineering Structures 69, 216–234.
  • Heyman, J. [1997 ] The Stone Skeleton: Structural Engineering of Masonry Architecture, Cambridge University Press, Cambridge, UK.
  • Hibbitt, Karlsson, and Sorensen [1997 ] ABAQUS: Theory Manual, version 6.10, Dessault Systemes, ABAQUS Inc, Providence, RI, USA.
  • Hourihane, C. [2012 ] The Grove Encyclopedia of Medieval Art and Architecture, vol. 2, Oxford University Press, New York, NY, USA.
  • Kalkan, E. and Kunnath, S. K. [2006 ] “Adaptive modal combination procedure for nonlinear static analysis of building structures,” Journal of Structural Engineering 132(11), 1721–1731.
  • Lagomarsino, S. and Cattari, S. [2015 ] “PERPETUATE guidelines for seismic performance-based assessment of cultural heritage masonry structures,” Bulletin of Earthquake Engineering 13(1), 13–47.
  • Lourenço, P. [2009 ] “Recent advances in masonry structures: Micromodelling and homogenisation,” in Multiscale Modeling in Solid Mechanics: Computational Approaches (Galvanetto, U., Ferri Aliabadi, M.H., editors, Imperial College Press, London, UK) pp. 251–294.
  • Lourenço, P. B., Mendes, N., Ramos, L. F., and Oliveira, D. V. [2011 ] “Analysis of masonry structures without box behavior,” International Journal of Architectural Heritage 5(4–5), 369–382.
  • Lourenço, P.B., Trujillo, A., Mendes, N., and Ramos, L. F. [2012 ] “Seismic performance of the St. George of the Latins church: Lessons learned from studying masonry ruins,” Engineering Structures 40, 501–518.
  • Lourenço, P., Rots, J. G., and Blaauwendraad, J. [1995 ] “Two approaches for the analysis of masonry structures: Micro and macro-modelling,” HERON 40, 313–340.
  • Lubliner, J., Oliver, J., Oller, S., Oñate, E. [1989 ] “A plastic-damage model for concrete,” International Journal of solids and Structures 25(3), 299–326.
  • Mashayekhi, M. and Estekanchi, H. [2013 ] “Investigation of non-linear cycle’s properties in structures subjected to endurance time excitation functions,” International Journal of Optimization in Civil Engineering 3(2), 239–257.
  • Mendes, N. and Lourenço, P. B. [2009 ] “Seismic assessment of masonry “Gaioleiro” buildings in Lisbon, Portugal,” Journal of Earthquake Engineering 14(1), 80–101.
  • Milani, G., Casolo, S., Naliato, A., and Tralli, A. [2012 ] “Seismic assessment of a medieval masonry tower in Northern Italy by limit, nonlinear static, and full dynamic analyses,” International Journal of Architectural Heritage 6(5), 489–524.
  • Milani, G., Lourenço, P., and Tralli, A. [2007 ] “3D homogenized limit analysis of masonry buildings under horizontal loads,” Engineering Structures 29(11), 3134–3148.
  • Milani, G., Milani, E.; and Tralli, A. [2009 ] “Upper bound limit analysis model for FRP-reinforced masonry curved structures. Part I: Unreinforced masonry failure surfaces,” Computers & Structures 87(23), 1516–533.
  • New Zealand Society of Earthquake Engineering [2006 ] Recommendations of a NZSEE Study Group on Earthquake Risk Buildings, Assessment and Improvement of the Structural Performance of Buildings in Earthquakes, Wellington, New Zealand.
  • Pasticier, L., Amadio, C., and Fragiacomo, M. [2008 ] “Non‐linear seismic analysis and vulnerability evaluation of a masonry building by means of the SAP2000 V. 10 code,” Earthquake Engineering & Structural Dynamics 37(3), 467–485.
  • Peña, F., Lourenço, P. B., Mendes, N., and Oliveira, D. V. [2010 ] “Numerical models for the seismic assessment of an old masonry tower,” Engineering Structures 32(5), 1466–1478.
  • Petry, S. and Beyer, K. [2015 ] “Limit states of modern unreinforced clay brick masonry walls subjected to in-plane loading,” Bulletin of Earthquake Engineering 13(4), 1073–1095.
  • Resta, M., Fiore, A., and Monaco, P. [2013 ] “Non-linear finite element analysis of masonry towers by adopting the damage plasticity constitutive model,” Advances in Structural Engineering 16(5), 791–803.
  • Riahi, H. and Estekanchi, H. [2010 ] “Seismic assessment of steel frames with the endurance time method,” Journal of Constructional Steel Research 66(6), 780–792.
  • Tavazo, H., Estekanchi, H., and Kaldi, P. [2012 ] “Endurance time method in the linear seismic analysis of shell structures,” International Journal of Civil Engineering 10(3), 169–178.
  • Vamvatsikos, D. and Cornell, C. A. [2002 ] “Incremental dynamic analysis,” Earthquake Engineering & Structural Dynamics 31(3), 491–514.
  • Zabeth, H. R. [1999 ] Landmarks of Mashhad, Islamic Research Foundation (Astan Quds Razavi), Mashhad, Iran.

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