Development of regional simulation of seismic ground‐motion and induced liquefaction enhanced by GPU computing. (10th November 2020)

• Record Type: Journal Article
• Authors: Kusakabe, Ryota; Fujita, Kohei; Ichimura, Tsuyoshi; Yamaguchi, Takuma; Hori, Muneo; Wijerathne, Lalith
• Other Names: Bielak Jacobo guestEditor.
• Is Part Of: Earthquake engineering and structural dynamics. Volume 50:Number 1(2021)
• Page Start: 197
• Page End: 213
• Publication Date: 2020-11-10
• Subjects: digital twin -- earthquake ground motion simulation -- finite element method -- large‐scale simulation; Structural dynamics -- Periodicals; Earthquake engineering -- Periodicals; 624.1762
• DOI: 10.1002/eqe.3369
• Languages: English
• ISSNs: 0098-8847

Abstract

Abstract: Much research has been conducted for physics‐based ground‐motion simulation to reproduce seismic response of soil and structures precisely and to mitigate damages caused by earthquakes. We aimed at enabling physics‐based ground‐motion simulations of complex three‐dimensional (3D) models with multiple materials, such as a digital twin (high‐fidelity 3D model of the physical world that is constructed in cyberspace). To perform one case of such simulation requires high computational cost and it is necessary to perform a number of simulations for the estimation of parameters or consideration of the uncertainty of underground soil structure data. To overcome this problem, we proposed a fast simulation method using graphics processing unit computing that enables a simulation with small computational resources. We developed a finite‐element‐based method for large‐scale 3D seismic response analysis with small programming effort and high maintainability by using OpenACC, a directive‐based parallel programming model. A lower precision variable format was introduced to achieve further speeding up of the simulation. For an example usage of the developed method, we applied the developed method to soil liquefaction analysis and conducted two sets of simulations that compared the effect of countermeasures against soil liquefaction: grid‐form ground improvement to strengthen the earthquake resistance of existing houses and replacement of liquefiable backfill soil of river wharves for seismic reinforcement of the wharf structure. The developed method accelerates the simulation and enables us to quantitatively estimate the effect of countermeasures using the high‐fidelity 3D soil‐structure models on a small cluster of computers.