Abstract
Soil-Structure Interaction (SSI) is an outstanding factor that influences the linear and nonlinear performance of any structure, and it can be taken into account as one of the most important and effective considerations on the seismic behavior of buildings. On the other hand, historic masonry buildings are specific and important structures, which are significantly affected by SSI. Preservation of these buildings is one of the main demands of every culture and every society; and evaluating the behavior of these buildings under natural events such as earthquake, considering aforementioned SSI phenomenon, is an essential step, in this regard. In this paper, the impact of SSI on the out-of-plane behavior of an ancient building in Iran, named Arge-Tabriz, has been investigated utilizing Finite Element Method (FEM). Modal and nonlinear Time-History (TH) analyses results revealed that SSI has a significant decreasing effect on the acceleration response due to removing the effective mode vectors from the resonance area of the acceleration response spectra. On the contrary, SSI has a remarkable increasing impact on the displacement response of Arg’s walls according to the displacement response spectra.
Similar content being viewed by others
Data availability
The soil data used in this research are based on geotechnical investigations of Arg’s building site by Moshreghan Pey Tarh (2016) geotechnical consultant company, Tabriz, Iran. Besides, 3D model of the structure was accessed by courtesy from Cultural Heritage Organization (CHO) of East Azarbaijan Province in “dwg” format then rebuilt in ABAQUS software to perform analyses. It is worth noting that all of these data are available from the corresponding author by official request.
References
ABAQUS UsM (2012) Version 6.12 Dassault Systemes Simulia Corp, Rhode Island, USA
Boore DM, Atkinson GM (2008) Ground-motion prediction equations for the average horizontal component of PGA, PGV, and 5%-damped PSA at spectral periods between 0.01 s and 10.0 s. Earthq Spectra 24:99–138
Borja RI, Wu W-H, Amies AP, Smith HA (1994) Nonlinear lateral, rocking, and torsional vibration of rigid foundations. J Geotech Eng 120:491–513
Chieffo N, Formisano A (2020) Induced seismic-site effects on the vulnerability assessment of a historical centre in the Molise region of Italy: analysis method and real behaviour calibration based on 2002. Earthq Geosci 10:21
Chieffo N, Clementi F, Formisano A, Lenci S (2019) Comparative fragility methods for seismic assessment of masonry buildings located in Muccia (Italy). J Build Eng 25:100813. https://doi.org/10.1016/j.jobe.2019.100813
Chopra AK (2007) Dynamics of structures: theory and applications to earthquake engineering, vol 3. Pearson/Prentice Hall, Upper Saddle River
Collier CJ, Elnashai AS (2001) A procedure for combining vertical and horizontal seismic action effects. J Earthq Eng 5:521–539. https://doi.org/10.1080/13632460109350404
De Matteis G, Zizi M (2019) Seismic damage prediction of masonry churches by a PGA-based approach. Int J Archit Herit. https://doi.org/10.1080/15583058.2019.1597215
Di Michele F, Cantagallo C, Spacone E (2020) Effects of the vertical seismic component on seismic performance of an unreinforced masonry structures. Bull Earthq Eng 18:1635–1656. https://doi.org/10.1007/s10518-019-00765-3
Diotallevi P, Landi L (2000) Effect of the axial force and of the vertical ground motion component on the seismic response of R/C frames. In: Proceedings of the 12th world conference on earthquake engineering, Auckland, New Zealand, Paper, vol 1026
Emami Azadi MR (1998) Analysis of static and dynamic pile-soil-jacket interaction behavior. NTNU, Norway
Emami Azadi MR (2010) Influence of spud-can-soil interaction modeling and parameters on the reliability index of Neka drilling jack-up platform. J Offshore Mech Arct Eng 132:031601
Emami Azadi MR, Soltani AA (2010) The effects of soil-foundation-structure interaction on the dynamic response of Delijan cement-storage silo under earthquake loading. Electron J Geotech Eng
Far H (2017) Advanced computation methods for soil-structure interaction analysis of structures resting on soft soils. Int J Geotech Eng 13:352–359. https://doi.org/10.1080/19386362.2017.1354510
Far H, Clifton T (2016) Significance of considering soil-structure interaction effects on seismic design of unbraced building frames resting on soft soils. Aust Geomech J
Far H, Flint D (2017) Significance of using isolated footing technique for residential construction on expansive soils. Front Struct Civ Eng 11:123–129
Fatahi B, Tabatabaiefar SHR (2014) Effects of soil plasticity on seismic performance of mid-rise building frames resting on soft soils. Adv Struct Eng 17:1387–1402. https://doi.org/10.1260/1369-4332.17.10.1387
Fathi A, Sadeghi A, Emami Azadi MR, Hoveidaie N (2019) Assessing seismic behavior of a masonry historic building considering soil-foundation-structure interaction (Case Study of Arge-Tabriz). Int J Archit Herit. https://doi.org/10.1080/15583058.2019.1568615
Ghandil M, Behnamfar F (2015) The near-field method for dynamic analysis of structures on soft soils including inelastic soil–structure interaction. Soil Dyn Earthq Eng 75:1–17
Ghiassi B, Soltani M, Tasnimi AA (2012) A simplified model for analysis of unreinforced masonry shear walls under combined axial, shear and flexural loading. Eng Struct 42:396–409. https://doi.org/10.1016/j.engstruct.2012.05.002
Ghofrani H, Atkinson GM (2011) Forearc versus backarc attenuation of earthquake ground motion. Bull Seismol Soc Am 101:3032–3045
Godio M, Beyer K (2017) Analytical model for the out-of-plane response of vertically spanning unreinforced masonry walls. Earthq Eng Struct Dyn 46:2757–2776
Güllü H, Jaf HS (2016) Full 3D nonlinear time history analysis of dynamic soil–structure interaction for a historical masonry arch bridge. Environ Earth Sci 75:1421
Güllü H, Karabekmez M (2017) Effect of near-fault and far-fault earthquakes on a historical masonry mosque through 3D dynamic soil-structure interaction. Eng Struct 152:465–492
Kramer SL (1996) Geotechnical earthquake engineering. International series in civil engineering and engineering mechanics. Prentice-Hall, New Jersey
Kutanis M, Elmas M (2001) Non-linear seismic soil-structure interaction analysis based on the substructure method in the time domain. Turk J Eng Environ Sci 25:617–626
Lourenço P (1996) Computational strategies for masonry structures [Ph. D. thesis] Delft University, The Netherlands
Moshreghan Pey Tarh GCC (2016) Geotechnical Studies Report of Two-Story Parking Building Site at Arg Alley-Tabriz (In Persian)
Mylonakis G, Gazetas G (2000) Seismic soil-structure interaction: beneficial or detrimental? J Earthq Eng 4:277–301
Noor-E-Khuda S, Dhanasekar M, Thambiratnam DP (2016) An explicit finite element modelling method for masonry walls under out-of-plane loading. Eng Struct 113:103–120
Papazoglou AJ, Elnashai AS (1996) analytical and field evidence of the damaging effect of vertical earthquake ground motion. Earthq Eng Struct Dyn 25:1109–1137. https://doi.org/10.1002/(sici)1096-9845(199610)25:10%3c1109:aid-eqe604%3e3.0.co;2-0
Pouraminian M, Pourbakhshian S, Moahammad Hosseini M (2019) Reliability analysis of Pole Kheshti historical arch bridge under service loads using. SFEM J Build Pathol Rehabil 4:21. https://doi.org/10.1007/s41024-019-0060-x
SeismoSoft (2016a) Seismosignal v2016—a computer program for signal processing of strong-motion data
Seismosoft (2016b) Seismomatch v2016—a computer program for spectrum matching of earthquake records
Standard-2800 (2015) “Iranian Code of Practice for Seismic Resistant Design of Buildings” 4th Revision, Building and Housing Research Center, Tehran, IRAN
Su Q, Cai G, Si Larbi A (2019) Seismic damage assessment indexes for masonry structures. J Struct Eng 145:04019066. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002347
Tabatabaiefar SHR, Fatahi B, Samali B (2012) Finite difference modelling of soil-structure interaction for seismic design of moment resisting building frames. Aust Geomech 47:113–120
The Pacific Earthquake Engineering Research Center (PEER) (2017)
Trifunac MD, Brady AG (1975) A study on the duration of strong earthquake ground motion. Bull Seismol Soc Am 65:581–626
Walsh K, Dizhur D, Giongo I, Derakhshan H, Ingham J (2018) Predicted versus experimental out-of-plane force-displacement behaviour of unreinforced masonry walls. Structures 15:292–306. https://doi.org/10.1016/j.istruc.2018.07.012
Wolf JP (1985) Soil-structure interaction. Prentice Hall Inc, Englewood Cliffs. ISBN 013221565:01
Acknowledgements
The present work has benefited from the MSc thesis of the first author, under the supervision of the second author and consultancy comments of third and fourth authors. The authors would like to present their gratitude to Cultural Heritage Organization (CHO) of East Azarbaijan Province for the data provided for this work.
Author information
Authors and Affiliations
Corresponding author
Additional information
Publisher's Note
Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.
Rights and permissions
About this article
Cite this article
Fathi, A., Sadeghi, A., Emami Azadi, M.R. et al. Assessing the soil-structure interaction effects by direct method on the out-of-plane behavior of masonry structures (case study: Arge-Tabriz). Bull Earthquake Eng 18, 6429–6443 (2020). https://doi.org/10.1007/s10518-020-00933-w
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s10518-020-00933-w