Armando Lucio Simonelli
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View article: Soil response under vertical accelerations: 1-g shaking table results
Soil response under vertical accelerations: 1-g shaking table results Open
View article: A 2D Nonlinear Soil Response Based On the Influence of Vertical Component in Near-Fault Conditions
A 2D Nonlinear Soil Response Based On the Influence of Vertical Component in Near-Fault Conditions Open
View article: Parametric Study of Local Site Response for Bedrock Ground Motion to Earthquake in Phuentsholing, Bhutan
Parametric Study of Local Site Response for Bedrock Ground Motion to Earthquake in Phuentsholing, Bhutan Open
Earthquakes, when it comes to natural calamities, are characteristically devastating and pose serious threats to buildings in urban areas. Out of multiple seismic regions in the Himalayas, Bhutan Himalaya is one that reigns prominent. Bhut…
View article: Seismic risk at urban scale: the role of site response analysis
Seismic risk at urban scale: the role of site response analysis Open
View article: Reconnaissance of 2016 Central Italy Earthquake Sequence
Reconnaissance of 2016 Central Italy Earthquake Sequence Open
The Central Italy earthquake sequence nominally began on 24 August 2016 with a M6.1 event on a normal fault that produced devastating effects in the town of Amatrice and several nearby villages and hamlets. A major international response w…
View article: Local Site Effects and Incremental Damage of Buildings during the 2016 Central Italy Earthquake Sequence
Local Site Effects and Incremental Damage of Buildings during the 2016 Central Italy Earthquake Sequence Open
The Central Italy earthquake sequence initiated on 24 August 2016 with a moment magnitude M6.1 event, followed by two earthquakes (M5.9 and M6.5) on 26 and 30 October, caused significant damage and loss of life in the town of Amatrice and …
View article: The 2016 Central Italy earthquakes sequence: observations of incremental building damage
The 2016 Central Italy earthquakes sequence: observations of incremental building damage Open
Author(s): De Risi, Raffaele; Sextos, Anastasios; Zimmaro, Paolo; Simonelli, Armando L; Stewart, Jonathan P
View article: NUMERICAL SIMULATION OF SOIL-STRUCTURE INTERACTION: A PARAMETRIC STUDY
NUMERICAL SIMULATION OF SOIL-STRUCTURE INTERACTION: A PARAMETRIC STUDY Open
Soil Structure Interaction (SSI) is a complex phenomenon that may radically change the earthquake response of structural systems, as consequence of the variation of the natural frequency and the damping ratio.One of the most effective mean…
View article: Engineering Reconnaissance Following the October 2016 Central Italy Earthquakes Version 2
Engineering Reconnaissance Following the October 2016 Central Italy Earthquakes Version 2 Open
A team from the Geotechnical Extreme Events Reconnaissance (GEER) Association, supported by the National Science Foundation, has been mobilized to investigate geotechnical and geological aspects of the destructive earthquake sequence that …
View article: Engineering Reconnaissance following the 2016 M 6.0 Central Italy Earthquake: Ver 1
Engineering Reconnaissance following the 2016 M 6.0 Central Italy Earthquake: Ver 1 Open
View article: Engineering Reconnaissance of the 24 August 2016 Central Italy Earthquake. Version 2
Engineering Reconnaissance of the 24 August 2016 Central Italy Earthquake. Version 2 Open
The central Italy earthquake occurred on 24 August 2016 at 03:36 AM local time. The magnitude is listed as M6.0 by INGV and M6.2 by USGS. Although initially reported as occurring at relatively shallow depths, the current source model from …
View article: Soil–pile–structure interaction: experimental outcomes from shaking table tests
Soil–pile–structure interaction: experimental outcomes from shaking table tests Open
Summary An effective way to study the complex seismic soil‐structure interaction phenomena is to investigate the response of physical scaled models in 1‐g or n‐g laboratory devices. The outcomes of an extensive experimental campaign carrie…
View article: Investigation of seismic response of cantilever retaining walls: Limit analysis vs shaking table testing
Investigation of seismic response of cantilever retaining walls: Limit analysis vs shaking table testing Open
View article: SOIL-PILE-STRUCTURE-INTERACTION: EXPERIMENTAL RESULTS AND NUMERICAL SIMULATIONS
SOIL-PILE-STRUCTURE-INTERACTION: EXPERIMENTAL RESULTS AND NUMERICAL SIMULATIONS Open
The complex seismic soil-pile-structure interaction phenomenon is related to the interaction between foundation and structure under seismic and dynamic excitations.An effective way to assess such phenomenon is to analyse the response of sc…