FLIP Consortium - Analysis of port structures

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Analysis of port structures

Analysis of deformation of caisson (gravity) quay wall during earthquakes

Analysis is performed on damage to gravity quay wall during 1995 Hyogoken-Nambu earthquake

Refer to 3-1-1~3-1-18 in Research Report of FLIP research committee for 14 years (analysis of case histories) (Japanese)

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Motion picture (video) of simulation by FLIP ROSE 2D

Analysis of deformation and structural section force of sheet pile quay wall during earthquakes

Analysis is performed on Ohama No2. Wharf, Akita Port (a sheet pile backfilled quay wall) during 1983 Nihonkai-chubu earthquake.

Refer to 3-3-1~3-3-25 in Research Report of FLIP research committee for 14 years (analysis of case histories) (Japanese)

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Motion picture (video) of simulation by FLIP ROSE 2D

Analysis of deformation and structural section force of pile-supported wharf

Analysis is performed on damage to pile-supported wharf during 1995 Hyogoken-Nambu earthquake

Refer to 3-4-1~3-4-21 in Research Report of FLIP research committee for 14 years (analysis of case histories) (Japanese)

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Motion picture (video) of simulation by FLIP ROSE 2D

Analysis of deformation of breakwater

Analysis is performed on damage to breakwater during 1995 Hyogoken-Nambu earthquake

Refer to 3-2-1~3-2-8 in Research Report of FLIP research committee for 14 years (analysis of case histories) (Japanese)

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