Quantitative strong motion simulations at three locations in downtown Mashiki during the 2016 Kumamoto Earthquake (Mw 7.0) based on the nonlinear ground response analyses with soil liquefaction

Quantitative strong motion simulations at three locations in downtown Mashiki during the 2016 Kumamoto Earthquake (Mw 7.0) based on the nonlinear ground response analyses with soil liquefaction

Abstract The mainshock of the 2016 Kumamoto Earthquake (Mw 7.0) caused extensive damage to buildings in downtown Mashiki, Kumamoto Prefecture, Japan. The heavy building damage in the area was associated with both strong ground motion and building response characteristics. Fortunately, there were two...

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Bibliographic Details
Main Authors: Kiyoshi Fukutake, Kazuhiro Yoshida, Hiroshi Kawase, Fumiaki Nagashima, Jikai Sun
Format: Article
Language:English
Published: SpringerOpen 2023-05-01
Series:Earth, Planets and Space
Subjects:
Kumamoto earthquake
Observed strong motion
Nonlinear analysis
On-site boring survey
Soil liquefaction
Diffuse field theory
Online Access:https://doi.org/10.1186/s40623-023-01821-8

Internet

https://doi.org/10.1186/s40623-023-01821-8

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