Petascale Computation for Earthquake Engineering

Yamashita, Takuzo; Muneo, Hakoyama; Kajiwara, Kouichi

doi:10.1109/mcse.2011.39

Cited by 22 publications

(12 citation statements)

References 4 publications

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“…In this study a single degree of freedom model is proposed to evaluate in details the seismic performance of the regular buildings trying to limit the complexity of the problem, not needing a super computer to conduct the analysis as in [4].…”

Section: Introductionmentioning

confidence: 99%

Exploring Simulation Tools for Urban Seismic Analysis and Resilience Assessment

Cimellaro¹,

Domaneschi²,

Mahin³

et al. 2017

Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COM

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Section: Introductionmentioning

confidence: 99%

Exploring Simulation Tools for Urban Seismic Analysis and Resilience Assessment

Cimellaro¹,

Domaneschi²,

Mahin³

et al. 2017

Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COM

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“…A parallel finite element software package named E-Simulator is being developed by-and-at Hyogo Earthquake Engineering Research Center (nicknamed as E-Defense) of National Research Institute for Earth Science and Disaster Resilience (NIED). E-Simulator [1] aims to reproduce the damage and collapse mechanism of civil and building structures.…”

Section: Introductionmentioning

confidence: 99%

Construction of high-fidelity finite element model for large-scale parallel seismic analysis of Soil-underground structure

Pal

Yamashita

2017

J. JSCE

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Development of E-Simulator, which aims at reproducing the damage/collapse mechanism of soil, bridge and building structures against strong earthquakes, is a project of E-Defense. Data measured in E-Defense shake table tests are used for validation of E-Simulator. As a research subject in the field of soil structures, we aim to simulate the large-scale experiment of soil and underground structures conducted at E-Defense in February 2012. In this study, we conduct elastic analysis by using detailed solid model of soil and underground structures. Our main objectives of this research are to determine the suitable mesh of analysis model and to identify appropriate technique to impose lateral boundary condition. Then, we clarify how the detailed solid model can simulate the experimental result and the limitation of the elastic analysis and identify the issues to be taken care of in the elasto-plastic analysis.

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“…Various models with different levels of fidelities have been proposed for regional seismic damage simulation of buildings [2][3][4][5][6][7][8][9][10][11] .…”

Section: Introductionmentioning

confidence: 99%

“…Yamashita et al [6] employed supercomputer capability to perform regional seismic simulation with multi-fidelity models. Instead of supercomputers which are expensive to acquire and costly to maintain, distributed computing involving cluster of networked computers, each equipped with graphics processing units (GPUs), can be a cost effective alternative that is affordable even for engineering offices.…”

Section: Introductionmentioning

confidence: 99%

A computational framework for regional seismic simulation of buildings with multiple fidelity models

Law

2016

Advances in Engineering Software

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Petascale Computation for Earthquake Engineering

Cited by 22 publications

References 4 publications

Exploring Simulation Tools for Urban Seismic Analysis and Resilience Assessment

Exploring Simulation Tools for Urban Seismic Analysis and Resilience Assessment

Construction of high-fidelity finite element model for large-scale parallel seismic analysis of Soil-underground structure

A computational framework for regional seismic simulation of buildings with multiple fidelity models

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