Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Modeling and simulation of earthquake soil structure interaction excited by inclined seismic waves
https://orcid.org/0000-0003-3203-6086
https://orcid.org/0000-0003-4290-8749
Abstract Presented is an application of wave potential formulation (WPF) together with domain reduction method (DRM) to modeling earthquake soil structure interaction (ESSI) behavior in horizontally layered ground under inclined incident seismic waves. Wave potential formulation is used to develop a spatially varying, inclined seismic wave field from incident Primary (P) and Secondary (S) waves that propagate through layered ground. Developed seismic wave field is then used to develop effective forces for Domain Reduction Method that are then used for analyzing ESSI response of a soil structure system. Developed methodology, called WPF-DRM, is verified using analytic solution for a free field response of layered ground subjected to inclined incident waves. Developed WPF-DRM methodology is illustrated through analysis of an ESSI response of a deeply embedded structure, a small modular reactor (SMR) subjected to incident S wave polarized in vertical plane (SV) with variation in inclinations and frequencies. Presented example highlights the influences of incident wave inclination and frequency on ESSI response of analyzed SMR.
Highlights Modeling and simulation of Earthquake Soil Structure Interaction (ESSI). Inclined seismic waves. Real-ESSI Simulator.
Modeling and simulation of earthquake soil structure interaction excited by inclined seismic waves
https://orcid.org/0000-0003-3203-6086
https://orcid.org/0000-0003-4290-8749
Abstract Presented is an application of wave potential formulation (WPF) together with domain reduction method (DRM) to modeling earthquake soil structure interaction (ESSI) behavior in horizontally layered ground under inclined incident seismic waves. Wave potential formulation is used to develop a spatially varying, inclined seismic wave field from incident Primary (P) and Secondary (S) waves that propagate through layered ground. Developed seismic wave field is then used to develop effective forces for Domain Reduction Method that are then used for analyzing ESSI response of a soil structure system. Developed methodology, called WPF-DRM, is verified using analytic solution for a free field response of layered ground subjected to inclined incident waves. Developed WPF-DRM methodology is illustrated through analysis of an ESSI response of a deeply embedded structure, a small modular reactor (SMR) subjected to incident S wave polarized in vertical plane (SV) with variation in inclinations and frequencies. Presented example highlights the influences of incident wave inclination and frequency on ESSI response of analyzed SMR.
Highlights Modeling and simulation of Earthquake Soil Structure Interaction (ESSI). Inclined seismic waves. Real-ESSI Simulator.
Modeling and simulation of earthquake soil structure interaction excited by inclined seismic waves
https://orcid.org/0000-0003-3203-6086
https://orcid.org/0000-0003-4290-8749
Abstract Presented is an application of wave potential formulation (WPF) together with domain reduction method (DRM) to modeling earthquake soil structure interaction (ESSI) behavior in horizontally layered ground under inclined incident seismic waves. Wave potential formulation is used to develop a spatially varying, inclined seismic wave field from incident Primary (P) and Secondary (S) waves that propagate through layered ground. Developed seismic wave field is then used to develop effective forces for Domain Reduction Method that are then used for analyzing ESSI response of a soil structure system. Developed methodology, called WPF-DRM, is verified using analytic solution for a free field response of layered ground subjected to inclined incident waves. Developed WPF-DRM methodology is illustrated through analysis of an ESSI response of a deeply embedded structure, a small modular reactor (SMR) subjected to incident S wave polarized in vertical plane (SV) with variation in inclinations and frequencies. Presented example highlights the influences of incident wave inclination and frequency on ESSI response of analyzed SMR.
Highlights Modeling and simulation of Earthquake Soil Structure Interaction (ESSI). Inclined seismic waves. Real-ESSI Simulator.
Modeling and simulation of earthquake soil structure interaction excited by inclined seismic waves
Wang, Hexiang (Autor:in) / Yang, Han (Autor:in) / Feng, Yuan (Autor:in) / Jeremić, Boris (Autor:in)
08.03.2021
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
New inclined boundary conditions in seismic soil-structure interaction problems
| Online Contents | 2001
Numerical Modeling and Simulation of Coupled Seismic Soil-Pile-Structure Interaction
| British Library Conference Proceedings | 1998
In-plane soil-structure interaction excited by incident plane P waves
| British Library Online Contents | 2018