journal article·2021-11-08Open access

A Novel Framework to Assess Soil Structure Interaction (SSI) Effects with Equivalent Fixed-Based Models

Davide Forcellini

Applied Sciences· Volume 11· Issue 21

Abstract

Soil structure interaction (SSI) effects have been extensively studied with advanced numerical simulations even if these approaches are time consuming and require much effort to perform. In particular, when SSI models are compared with fixed based ones, two main effects need to be considered: period elongation and damping increase. The paper proposes numerical models to build fixed based models calibrated on these two parameters and perform complex SSI analyses. A new framework that may be used to assess SSI with equivalent fixed-based models is herein presented and validated with non-linear dynamic numerical simulations. Opensees was performed to reproduce non-linear numerical simulations by considering hysteretic materials and advanced soil models.
Source: crossref · Quality: baseline

Research context

OpenAlex topics: Seismic Performance and Analysis · Vibration and Dynamic Analysis · Geotechnical Engineering and Soil Mechanics

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

Department of Civil Engineering, University of Auckland, 20 Symonds St., Auckland 1010, New Zealand

References (31)

Show source-provided references
1. Kramer, S.L. (1996). Geotechnical Earthquake Engineering, Prentice Hall, Upper Saddle River. New Jersey, 07458.
2. Assessing lateral period of building frames incorporating soil-flexibility10.1016/S0022-460X(03)00136-6 ↗
3. Influence of the soil–structure interaction on the fundamental period of buildings10.1002/eqe.738 ↗
4. Seismic Soil-Structure Interaction in Buildings. II: Empirical Findings10.1061/(ASCE)1090-0241(1999)125:1(38) ↗
5. Dynamic behaviour of building-foundation systems10.1002/eqe.4290030203 ↗
6. Seismic Interaction of Structures on Hysteretic Foundations10.1061/JSDEAG.0003962 ↗
7. Dynamic behaviour of structures with embedded foundations10.1002/eqe.4290030305 ↗
8. Evaluation of building period formulas for seismic design10.1002/eqe.998 ↗
9. Evaluation of fundamental period of low-rise and mid-rise reinforced concrete buildings10.1002/eqe.2289 ↗
10. Seismic Soil-Structure Interaction in Buildings. I: Analytical Methods10.1061/(ASCE)1090-0241(1999)125:1(26) ↗
11. Diagrams of Effective Periods and Dampings of Soil-Structure Systems10.1061/(ASCE)1090-0241(1999)125:8(711) ↗
12. Soil-structure interaction in yielding systems10.1002/eqe.300 ↗
13. Influence of Foundation Flexibility on Rμ and Cμ Factors10.1061/(ASCE)0733-9445(2005)131:2(221) ↗
14. Effective periods and dampings of building-foundation systems including seismic wave effects10.1016/S0141-0296(01)00121-3 ↗
15. Soil-structure interaction effects on an instrumented building10.1007/s10518-007-9042-5 ↗
16. Soil-structure interaction effects observed in thein situforced vibration and pushover tests of school buildings in Taiwan and their modeling considering the foundation flexibility10.1002/eqe.976 ↗
17. Variability of the fixed-base and soil-structure system frequencies of a building-The case of Borik-2 building10.1002/stc.277 ↗
18. Quantification of fundamental frequency drop for unreinforced masonry buildings from dynamic tests10.1002/eqe.1088 ↗
19. Bounds for natural frequencies, Dunkerley’s formula and application to soil–structure interaction10.1016/j.soildyn.2012.08.007 ↗
20. Influence of soil–structure interaction (structure-to-soil relative stiffness and mass ratio) on the fundamental period of buildings: Experimental observation and analytical verification10.1007/s10518-015-9814-2 ↗
21. Oz, I., Senel, S.M., Palanci, M., and Kalkan, A. (2020). Effect of Soil-Structure Interaction on the Seismic Response of Existing Low and Mid-Rise RC Buildings. Appl. Sci., 10.10.3390/app10238357 ↗
22. Abate, G., Gatto, M., Massimino, M.R., Pitilakis, D., Papadrakakis, M., and Fragiadakis, M. (2017, January 15–17). large scale soil-foundation-structure model in greece: Dynamic tests vs fem simulation. Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015); Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA), Rhodes Island, Greece.10.7712/120117.5497.16830 ↗
23. Castelli, F., Grasso, S., Lentini, V., and Sannito, M.S.V. (2021). Effects of Soil-Foundation-Interaction on the Seismic Response of a Cooling Tower by 3D-FEM Analysis. Geosciences, 11.10.3390/geosciences11050200 ↗
24. Experimental Analysis and Theoretical Modelling of Polyurethane Effects on 1D Wave Propagation through Sand-Polyurethane Specimens
25. Lu, J., Elgamal, A., and Yang, Z. (2021, November 06). OpenSeesPL: 3D Lateral Pile-Ground Interaction, User Manual, Beta 1.0. Available online: http://soilquake.net/openseespl/.
26. Soil-structure interaction analyses of shallow-founded structures on a potential-liquefiable soil deposit10.1016/j.soildyn.2020.106108 ↗
27. Seismic assessment of a benchmark based isolated ordinary building with soil structure interaction10.1007/s10518-017-0268-6 ↗
28. Mazzoni, S., McKenna, F., Scott, M.H., and Fenves, G.L. (2009). Open System for Earthquake Engineering Simulation, User Command-Language Manual, Pacific Earthquake Engi-neering Research Center, University of California. Available online: http://opensees.berkeley.edu/OpenSees/manuals/usermanual.
29. CEN (2003). European Committee for Standardisation TC250/SC8/ Eurocode 8: Design Provisions for Earthquake Resistance of Structures. Part 1.1: General Rules, Seismic Actions and Rules for Buildings, PrEN1998-1, CEN.
30. Eurocode 8 Compliant Real Record Sets for Seismic Analysis of Structures10.1080/13632460701457173 ↗
31. Numerical simulations of liquefaction on an ordinary building during Italian (20 May 2012) earthquake10.1007/s10518-019-00666-5 ↗