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Site response analysis of an urban area: A multi-dimensional and non-linear approach
This paper critically examines the numerical predictions of the seismic site response of both ideal and real cases as obtained by means of mono- and multi-dimensional Finite Element (FE) approaches. Ideal case-studies are first considered, aiming at validating the adopted numerical approach against...
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Published in: | Soil dynamics and earthquake engineering (1984) 2018-06, Vol.109, p.33-45 |
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Main Authors: | , , |
Format: | Article |
Language: | English |
Subjects: | |
Citations: | Items that this one cites Items that cite this one |
Online Access: | Get full text |
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Summary: | This paper critically examines the numerical predictions of the seismic site response of both ideal and real cases as obtained by means of mono- and multi-dimensional Finite Element (FE) approaches. Ideal case-studies are first considered, aiming at validating the adopted numerical approach against existing analytical or simple numerical solutions. Then a three dimensional model of the Bovino urban area, located in southern Italy, was generated taking into account the real site conditions. Numerical analyses were thus carried out adopting a non-linear elasto-plastic soil constitutive model implemented in a commercial FE code. The following issues were investigated in detail: geometrical schemes, horizontal direction of the input motion, calibration of the constitutive model and non-linear soil response. Most of the obtained numerical results, presented in terms of amplification factors, indicate that larger amplifications occur when the more realistic multi-dimensional schemes are adopted as compared to the mono-dimensional ones.
•Seismic site response analyses of the whole of urban area is a challenging task.•It should be tackled adopting multi-dimensional numerical approaches.•The higher is the dimensionality, the larger are the amplification factors in the valley and hill areas.•Non-linearity and plasticity can play a major role in the results.•Parasitic horizontal component is generated along the direction perpendicular to that of the input. |
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ISSN: | 0267-7261 1879-341X |
DOI: | 10.1016/j.soildyn.2018.02.026 |