Abstract:Seismic design of new structures, as well as retrofitting and/or improving of existing ones should be definitely considered a multidisciplinary subject, which depends on many factors, such as: local site effects and the dynamic interaction between the foundation soil and the structure. The accurate investigation on the structure and the surrounding soil is the first fundamental step for a realistic evaluation of the structure seismic performance. The present paper deals with the Dynamic Soil Structure Interact… Show more
“…In this case, the period elongation has positive effects, since the frequency of the structure, f STRU,SSI , tends to shift from the resulting frequencies for the SSI condition and from the predominant frequencies of the input motion. Similar considerations were also formulated by Massimino et al [8].…”
Section: Analysis Of the Resultssupporting
confidence: 69%
“…Many recent seismic events, such as the 2009 L'Aquila earthquake, the 2010 Haiti earthquake and the 2016 Norcia earthquake, show the importance of considering the SSI effects for the safeguarding of existing structures or for the planning of new ones [7]. Indeed, the kinematic and inertial interactions between the soil, the foundation and the structure modify the dynamic response at the foundation level [8]. The following two main approaches can be employed to evaluate the SSI effects: the "substructure method" and the "direct method".…”
Section: Introductionmentioning
confidence: 99%
“…Most of the studies on SSI effects employ the equivalent visco-elastic constitutive model, which involves carrying out a series of linear analyses with subsequent updating of the stiffness and damping parameters until a convergence criterion is satisfied [10]. Massimino et al [8] evaluated the seismic response of a soil-building system by means of the ADINA code using the equivalent visco-elastic constitutive model. Seylabi et al [11] investigated the capabilities of calibrated equivalent linear models in capturing the dynamic response of buried box structures.…”
Fully coupled soil–structure analyses were performed for a building of strategic importance located in the city of Messina (Sicily, Italy). The structure was built after the destructive 1908 earthquake, also known as the ‘Messina and Reggio Calabria earthquake’, which caused severe ground shaking. A parametric study considering three seismograms of this earthquake was performed. Deep in situ and laboratory investigations allowed the definition of the geometric and geotechnical model of the subsoil. Numerical analyses were performed with PLAXIS3D finite element software (Version 21.01.00.479). The Hardening Soil model with small-strain stiffness was accurately calibrated using laboratory and field data. The dynamic response was investigated in terms of accelerations, response spectra, amplification functions, displacements and stress–strain hysteretic loops. The findings show that many aspects must be investigated for the retrofitting of buildings with shallow foundation in areas characterized by a medium to high level of seismic risk: (i) a key role is played by an accurate investigation of the soil; taking into account the specific conditions of the soil, it was possible to investigate its filtering effects; (ii) the dynamic response of the fully-coupled soil–structure system deviates from the free field-site response analysis; (iii) the results reveal the importance of considering the soil nonlinearity in seismic soil–structure interaction problems.
“…In this case, the period elongation has positive effects, since the frequency of the structure, f STRU,SSI , tends to shift from the resulting frequencies for the SSI condition and from the predominant frequencies of the input motion. Similar considerations were also formulated by Massimino et al [8].…”
Section: Analysis Of the Resultssupporting
confidence: 69%
“…Many recent seismic events, such as the 2009 L'Aquila earthquake, the 2010 Haiti earthquake and the 2016 Norcia earthquake, show the importance of considering the SSI effects for the safeguarding of existing structures or for the planning of new ones [7]. Indeed, the kinematic and inertial interactions between the soil, the foundation and the structure modify the dynamic response at the foundation level [8]. The following two main approaches can be employed to evaluate the SSI effects: the "substructure method" and the "direct method".…”
Section: Introductionmentioning
confidence: 99%
“…Most of the studies on SSI effects employ the equivalent visco-elastic constitutive model, which involves carrying out a series of linear analyses with subsequent updating of the stiffness and damping parameters until a convergence criterion is satisfied [10]. Massimino et al [8] evaluated the seismic response of a soil-building system by means of the ADINA code using the equivalent visco-elastic constitutive model. Seylabi et al [11] investigated the capabilities of calibrated equivalent linear models in capturing the dynamic response of buried box structures.…”
Fully coupled soil–structure analyses were performed for a building of strategic importance located in the city of Messina (Sicily, Italy). The structure was built after the destructive 1908 earthquake, also known as the ‘Messina and Reggio Calabria earthquake’, which caused severe ground shaking. A parametric study considering three seismograms of this earthquake was performed. Deep in situ and laboratory investigations allowed the definition of the geometric and geotechnical model of the subsoil. Numerical analyses were performed with PLAXIS3D finite element software (Version 21.01.00.479). The Hardening Soil model with small-strain stiffness was accurately calibrated using laboratory and field data. The dynamic response was investigated in terms of accelerations, response spectra, amplification functions, displacements and stress–strain hysteretic loops. The findings show that many aspects must be investigated for the retrofitting of buildings with shallow foundation in areas characterized by a medium to high level of seismic risk: (i) a key role is played by an accurate investigation of the soil; taking into account the specific conditions of the soil, it was possible to investigate its filtering effects; (ii) the dynamic response of the fully-coupled soil–structure system deviates from the free field-site response analysis; (iii) the results reveal the importance of considering the soil nonlinearity in seismic soil–structure interaction problems.
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