Abstract
Recent earthquakes have shown that the interaction between faults and structures could cause extensive damage to the surface and underground structures. Field observations showed that the need for design regulations for fault rupture due to fault movement in areas with active faults seems necessary. In this study, the three-dimensional finite element (FE) model in the Abaqus FE program to study the behavior of a 9-story steel structure with a moment-resisting frame system based on three types of mat foundations, pile group, and diaphragm walls was used on sandy soil. The performance of the system of structure-foundation was evaluated taking into account the structural and geotechnical performance goals such as the drift ratio of floor levels, displacement of the foundation, and distribution of bending moment and shear force along with the pile and foundation. In this study, the position of the foundation relative to the fault line and the foundation type were considered as key parameters. The results of the analysis showed that the best performance in reducing the ratio of the permanent drift ratio of the floors related to the structure with the diaphragm wall system. This was in the case that the edge of the foundation is tangent to the fault line, the residual drift ratio reached 1.62%. Also, in most cases, in small amounts of fault sliding, the mat foundation system had a smaller difference than the other considered foundation system in this study.
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References
Abaqus, V. (2014). 6.14 Documentation. Dassault Systemes Simulia Corporation, 651, 6.2.
Ahmed, W., & Bransby, M. F. (2009). Interaction of shallow foundations with reverse faults. Journal of geotechnical and geoenvironmental engineering, 135(7), 914–924.
Anastasopoulos, I., Callerio, A., Bransby, M., Davies, M., El Nahas, A., Faccioli, E., et al. (2008). Numerical analyses of fault–foundation interaction. Bulletin of Earthquake Engineering, 6(4), 645–675.
Anastasopoulos, I., & Gazetas, G. (2007a). Foundation–structure systems over a rupturing normal fault: Part I. Observations after the Kocaeli 1999 earthquake. Bulletin of Earthquake Engineering, 5(3), 253–275.
Anastasopoulos, I., & Gazetas, G. (2007b). Foundation–structure systems over a rupturing normal fault: Part II. Analysis of the Kocaeli case histories. Bulletin of Earthquake Engineering, 5(3), 277–301.
Anastasopoulos, I., Gazetas, G., Bransby, M. F., Davies, M. C. R., & El Nahas, A. (2007). Fault rupture propagation through sand: Finite-element analysis and validation through centrifuge experiments. Journal of Geotechnical and Geoenvironmental Engineering, 133(8), 943–958.
Anastasopoulos, I., Kourkoulis, R., Gazetas, G., & Tsatsis, A. (2013). Interaction of piled foundation with a rupturing normal fault. Geotechnique, 63(12), 1042–1059.
Bagheri, M., Jamkhaneh, M. E., & Samali, B. (2018). Effect of seismic soil–pile–structure interaction on mid-and high-rise steel buildings resting on a group of pile foundations. International Journal of Geomechanics, 18(9), 04018103.
Baziar, M. H., Nabizadeh, A., & Jabbary, M. (2015). Numerical modeling of interaction between dip-slip fault and shallow foundation. Bulletin of Earthquake Engineering, 13(6), 1613–1632.
Bransby, M., Davies, M., El Nahas, A., & Nagaoka, S. (2008a). Centrifuge modelling of reverse fault–foundation interaction. Bulletin of Earthquake Engineering, 6(4), 607–628.
Bransby, M., Davies, M., & Nahas, A. E. (2008b). Centrifuge modelling of normal fault–foundation interaction. Bulletin of Earthquake Engineering, 6(4), 585–605.
Bray, J. D. (2001). Developing mitigation measures for the hazards associated with earthquake surface fault rupture. Paper presented at the Workshop on seismic fault-induced failures-possible remedies for damage to urban facilities. University of Tokyo Press.
Bray, J. D. (2010). Designing buildings to accommodate earthquake surface fault rupture. In Improving the seismic performance of existing buildings and other structures (pp. 1269–1280).
Committee, A. (2010). Specification for structural steel buildings (ANSI/AISC 360–10). Chicago, IL: American Institute of Steel Construction.
Council, B. S. S. (1997). NEHRP guidelines for the seismic rehabilitation of buildings. FEMA-273, Federal Emergency Management Agency, Washington, DC (pp. 2–12).
Ebadi Jamkhaneh, M., Ebrahimi, A. H., & Amiri, M. S. (2019a). Experimental and numerical investigation of steel moment resisting frame with U-shaped metallic yielding damper. International Journal of Steel Structures, 19(3), 806–818.
Ebadi Jamkhaneh, M., Ebrahimi, A. H., & Amiri, M. S. (2019b). Investigation of the seismic behavior of brace frames with new corrugated all-steel buckling restrained brace. International Journal of Steel Structures, 19(4), 1225–1236.
Ebadi Jamkhaneh, M., Ebrahimi, A. H., & Amiri, M. S. (2020). Investigation of geosynthetic-reinforced stone columns behavior. Proceedings of the Institution of Civil Engineers-Geotechnical Engineering, 173(6), 535–545.
Elnashai, A. S., & Di Sarno, L. (2008). Fundamentals of earthquake engineering (p. 34). New York: Wiley.
Faccioli, E., Anastasopoulos, I., Gazetas, G., Callerio, A., & Paolucci, R. (2008). Fault rupture–foundation interaction: Selected case histories. Bulletin of Earthquake Engineering, 6(4), 557–583.
Fadaee, M., Ezzatyazdi, P., Anastasopoulos, I., & Gazetas, G. (2016). Mitigation of reverse faulting deformation using a soil bentonite wall: Dimensional analysis, parametric study, design implications. Soil Dynamics and Earthquake Engineering, 89, 248–261.
Gazetas, G., Zarzouras, O., Drosos, V., & Anastasopoulos, I. (2015). Bridge-Pier Caisson foundations subjected to normal and thrust faulting: Physical experiments versus numerical analysis. Meccanica, 50(2), 341–354.
Hognestad, E. (1951). Study of combined bending and axial load in reinforced concrete members. Champaign: University of Illinois at Urbana Champaign, College of Engineering, Engineering Experiment Station.
Homaioon Ebrahimi, A., Ebadi Jamkhaneh, M., & Shokri Amiri, M. (2018). 3D finite-element analysis of steel moment frames including long-span entrance by strengthening steel cables and diagonal concentrically braced frames under progressive collapse. Practice Periodical on Structural Design and Construction, 23(4), 04018025.
Imashi, N., & Massumi, A. (2011). A comparative study of the seismic provisions of Iranian seismic code (standard no. 2800) and international building code 2003.
Institute, A. C. (2014). Building Code Requirements for Structural Concrete (ACI 318–14): Commentary on Building Code Requirements for Structural Concrete (ACI 318R-14): an ACI Report: American Concrete Institute. ACI.
Loli, M., Anastasopoulos, I., & Gazetas, G. (2015). Nonlinear analysis of earthquake fault rupture interaction with historic masonry buildings. Bulletin of Earthquake Engineering, 13(1), 83–95.
Loli, M., Bransby, M., Anastasopoulos, I., & Gazetas, G. (2012). Interaction of caisson foundations with a seismically rupturing normal fault: Centrifuge testing versus numerical simulation. Geotechnique, 62(1), 29–43.
Mousavi, S., Jafari, M., Kamalian, M., & Shafiei, A. (2010). Experimental investigation of reverse fault rupture-rigid shallow foundation interaction. International Journal of Civil Engineering, 18(2), 85–98.
Pamuk, A., Kalkan, E., & Ling, H. (2005). Structural and geotechnical impacts of surface rupture on highway structures during recent earthquakes in Turkey. Soil Dynamics and Earthquake Engineering, 25(7–10), 581–589.
Salajegheh, A., Davoodi, M., Jafari, M. K., & Fadaee, M. (2019). Experimental and numerical investigation of reverse fault rupture interaction with steel frame structures. Journal of Seismology and Earthquake Engineering, 21(1), 11.
Triantafyllaki, A., Papanastasiou, P., & Loukidis, D. (2020). Numerical analysis of the structural response of unburied offshore pipelines crossing active normal and reverse faults. Soil Dynamics and Earthquake Engineering, 137, 106296.
Ulusay, R., Aydan, Ö., & Hamada, M. (2002). The behavior of structures built on active fault zones: Examples from the recent earthquakes of Turkey. Structural Engineering/Earthquake Engineering, 19(2), 149s–167s.
Yao, C., Takemura, J., & Zhang, J. (2021). Centrifuge modeling of single pile-shallow foundation interaction in reverse fault. Soil Dynamics and Earthquake Engineering, 141, 106538.
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Nooralizadeh Keshteli, O., Rahimi, S. & Ebadi Jamkhaneh, M. Numerical Investigation of Steel Moment-Resisting Frame on Sandy Soil Under Normal Fault Rupture. Int J Steel Struct 21, 703–716 (2021). https://doi.org/10.1007/s13296-021-00467-0
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DOI: https://doi.org/10.1007/s13296-021-00467-0