Abstract
Earthquakes have occurred for millions of years and will continue in the future affecting millions of lives, thousands infrastructure and costing billions of dollars. Seismic soil structure interaction is the process in which the structure rested on the ground and subjected to an earthquake is affected by the response of the soil medium beneath it having its own characteristics. Thus, soil structure interaction response is dictated by the interaction between the structure, foundation and underlying soil or rock. To clarify the contribution of the seismic soil structure interaction, 3D time history finite element models of 15 story concrete frame building were performed using Abaqus under Kocaeli’s Mw = 7.5 strong ground motion. The effects of soil boundary limits, mat thickness and soil linearity were investigated. To demonstrate the importance of modeling correct soil structure interaction problems, the numerical analysis was carried out for three cases: (1) a fixed-base structure, (2) a structure rested on silty sandy soil, and (3) a structure supported by raft foundation and rested on silty sandy soil. The results, presented in terms of the structural lateral deflection and base shear versus time, show that soil structure interaction effects should be evaluated when the maximum lateral deflection is obtained at top of the structure regardless when it occurred as well as at maximum absolute lateral deflection at each level. Moreover, excluding soil structure interaction effects may result in inadequate structural safety for the frame building rested on silty sandy soil and considering linear soil properties may result in non-economical structural design.
Keywords
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.
This is a preview of subscription content, log in via an institution.
Buying options
Tax calculation will be finalised at checkout
Purchases are for personal use only
Learn about institutional subscriptionsReferences
Abaqus: [Computer software]. Dassault Systèmes SIMULIA Corporation, Minneapolis (2017)
BSSC: NEHRP Guidelines for the seismic rehabilitation of buildings, 1997 Edition, Part 1: Provisions and Part 2: Commentary. Federal Emergency Management Agency (1997)
BSSC: NEHRP Recommended seismic provisions for new buildings and other structures, Federal Emergency Management Agency (2009)
Chopra, A.K.: Dynamics of Structures: Theory and Applications to Earthquake Engineering, 4th edn. Prentice Hall, Englewood Cliffs (2011)
El Ganainy, H., El Naggar, M.H.: Seismic performance of three-dimensional frame structures with underground stories. Soil Dyn. Earthq. Eng. (2009). https://doi.org/10.1016/j.soildyn.2009.02.003
Farghaly, A., Ahmed, H.: Contribution of soil-structure interaction to seismic response of buildings. KSCE J. Civ. Eng. (2013). https://doi.org/10.1007/s12205-013-0261-9
Fatahi, B., Tabatabaiefar, S.: Fully nonlinear versus equivalent linear computation method for seismic analysis of mid-rise buildings on soft soils. Int. J. Geomech., ASCE, 04014016 (2014). https://doi.org/10.1061/(ASCE)GM.1943-5622.0000354
Galal, K., Naimi, M.: Effect of conditions on the response of reinforced concrete tall structures to near fault earthquakes. Struct. Des. Tall Spec. Build. (2008). https://doi.org/10.1002/tal.365
Ghosh, S., Wilson, E.L.: Dynamic stress analysis of axi-symmetric structures under arbitrary loading. Report no. EERC 69–10, University of California, Berkeley (1969)
Hokmabadi, A., et al.: Effect of soil-pile-structure interaction on seismic response of moment resisting buildings on soft soil. In: At the 3rd International conference on New Development in Soil Mechanics and Geotechnical Engineering, 28–30 June 2012, Near East University, Nicosia, North Cyprus (2012a)
Hokmabadi, A.S. et al.: Recording interstorey drifts of structures in time-history approach for seismic design of building frames. Aust. J. Struct. Eng. (2012b). https://doi.org/10.7158/13287982.2012.11465107
Iida, M.: Three-dimensional finite-element method for soil-building interaction based on an input wave field. Int. J. Geomech., ASCE, 430–440 (2012). https://doi.org/10.1061/(ASCE)GM.1943-5622.0000232
Kramer, S.L.: Geotechnical Earthquake Engineering. Prentice Hall, Englewood Cliffs (1996)
Krawinkler, H., et al.: Seismic drift and ductility demands and their dependence on ground motions. Eng. Struct. (2003). https://doi.org/10.1016/S0141-0296(02)00174-8
Mylonakis, G., Gazetas, G.: Seismic soil-structure interaction: beneficial or detrimental. J. Earthq. Eng. (2000). https://doi.org/10.1080/13632460009350372
Nguyen, Q.V., et al.: The effects of foundation size on the seismic performance of buildings considering the soil-foundation-structure interaction. Struct. Eng. Mech. (2016). https://doi.org/10.12989/sem.2016.58.6.1045
Nguyen, Q.V., et al.: Influence of size and load-bearing mechanism of piles on seismic performance of buildings considering soil-pile-structure interaction. Int. J. Geomech., ASCE (2017). https://doi.org/10.1061/(ASCE)GM.1943-5622.0000869
Rayhani, M., El Naggar, M.: Numerical modeling of seismic response of rigid foundation on soft soil. Int. J. Geomech., ASCE, 336–346 (2008). https://doi.org/10.1061/(ASCE)1532-3641(2008)8:6(336)
Safak, E.: Detection and identification of soil-structure interaction in buildings from vibration recordings. J. Struct. Eng., ASCE, 889–906 (1995). https://doi.org/10.1061/(ASCE)0733-9445(1995)121:5(899)
Shehata, E., et al.: Evaluation of soil-foundation-structure interaction effects on seismic response demands of multi-story MRF buildings on raft foundations. Int. J. Adv. Struct. Eng. (2015). https://doi.org/10.1007/s40091-014-0078-x
Spyrakos, C., et al.: Assessment of computational practices in dynamic soil-structure interaction. J. Comput. Civ. Eng., ASCE, 143–157 (1989). https://doi.org/10.1061/(ASCE)0887-3801(1989)3:2(143)
Tabatabaiefar, S., et al.: An empirical relationship to determine lateral seismic response of mid-rise building frames under influence of soil-structure interaction. Struct. Des. Tall Spec. Build. (2014a). https://doi.org/10.1002/tal.1058
Tabatabaiefar, S., et al.: Numerical and experimental investigations on seismic response of building frames under influence of soil-structure interaction. Int. J. Adv. Struct. Eng. (2014b). https://doi.org/10.1260/1369-4332.17.1.109
Veletsos, A.S., Prasad, A.M.: Seismic interaction of structures and soils: Stochastic approach. J. Struct. Eng., ASCE, 935–956 (1989). https://doi.org/10.1061/(ASCE)07339445(1989)115:4(935)
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2019 Springer Nature Switzerland AG
About this paper
Cite this paper
Ismail, S., Kaddah, F., Raphael, W. (2019). Seismic Soil Structure Interaction of a Midrise Frame Structure. In: Shehata, H., Das, B. (eds) Advanced Research on Shallow Foundations. GeoMEast 2018. Sustainable Civil Infrastructures. Springer, Cham. https://doi.org/10.1007/978-3-030-01923-5_7
Download citation
DOI: https://doi.org/10.1007/978-3-030-01923-5_7
Published:
Publisher Name: Springer, Cham
Print ISBN: 978-3-030-01922-8
Online ISBN: 978-3-030-01923-5
eBook Packages: Earth and Environmental ScienceEarth and Environmental Science (R0)