scholarly journals Application of Numerical Analysis and Model Experiment on Seismic Design of Large Steel Celltype Quay Wall

2008 ◽  
Vol 55 ◽  
pp. 936-940
Author(s):  
Kazunobu MOROHOSHI ◽  
Eiji KOHAMA ◽  
Masaharu WATANABE ◽  
Osamu KIYOMIYA ◽  
Takahiro SUGANO ◽  
...  
Keyword(s):  
Numerical Analysis ◽  
Seismic Design ◽  
Model Experiment ◽  
Large Steel ◽  
Quay Wall

scholarly journals STUDY ON SEISMIC DESIGN METHOD OF ANCHORED SHEET PILE QUAY WALL AT FISHING PORTS

2018 ◽  
Vol 74 (2) ◽  
pp. I_240-I_245
Author(s):  
Kimiyasu SAEKI ◽  
Hidemasa SATO ◽  
Teruhisa FUJII ◽  
Kunitomo ASAKURA ◽  
Masayuki FUDO ◽  
...  
Keyword(s):  
Seismic Design ◽  
Design Method ◽  
Sheet Pile ◽  
Quay Wall ◽  
Seismic Design Method

scholarly journals Seismic Damage to Gravity Type Quay Wall and Its Seismic Design

1997 ◽  
Vol 13 ◽  
pp. 49-54
Author(s):  
Natsuhiko Otsuka ◽  
Satoru Kurita ◽  
Takahiko Sasajima ◽  
Syuichi Miyabe ◽  
Kinya Miura
Keyword(s):  
Seismic Design ◽  
Seismic Damage ◽  
Quay Wall

scholarly journals The Timber Floor Seismic Design by Means Finite Element Method

2019 ◽  
Vol 5 (7) ◽  
pp. 1557-1565
Author(s):  
Abdoullah Namdar ◽  
Shan Saimai
Keyword(s):  
Finite Element Method ◽  
Finite Element ◽  
Numerical Analysis ◽  
Seismic Design ◽  
Input Data ◽  
Damping Ratio ◽  
Seismic Load ◽  
The Finite Element Method ◽  
Load Response ◽  
Element Method

To improve accuracy results of numerical analysis, the finite element method software needs to use appropriately with considering accurate input data. Among several factors in realistic and economical seismic structural design, the damping ratio needs to be investigated as a calculated and input data in numerical analysis. In the present study, the effect of accurate damping ratio on timber floor seismic design has numerically been examined. The 6 first modes from a series of eigenvalues were selected to calculate natural frequency and damping ratio. The seismic results with and without applied calculated damping ratio were compared. The strain, displacement, and seismic load response are interpreted. The numerical analysis results were showed that the higher nonlinear displacement occurs in timber floor when the damping ratio was modified in numerical modeling. It was found that the floor seismic design is more critical compared to a column in select accurate damping ratio. The damping ratio has highly effect on timber floor seismic design.

Physical model experiment and numerical analysis on innovative gob-side entry retaining with thick and hard roofs

2020 ◽  
Vol 13 (23) ◽  
Author(s):  
Xiaoming Sun ◽  
Chengwei Zhao ◽  
Gan Li ◽  
Bo Zhang ◽  
Junwei Wang ◽  
...  
Keyword(s):  
Numerical Analysis ◽  
Physical Model ◽  
Model Experiment ◽  
Physical Model Experiment

scholarly journals Three-Dimensional Numerical Analysis on Local Scour in Front of Quay Wall due to Jet Flow and its Countermeasures

2009 ◽  
Vol 65 (1) ◽  
pp. 486-490
Author(s):  
Tomoaki NAKAMURA ◽  
Norimi MIZUTANI ◽  
Yosuke SHINODA ◽  
Hirofumi KOYAMA
Keyword(s):  
Numerical Analysis ◽  
Three Dimensional ◽  
Jet Flow ◽  
Local Scour ◽  
Quay Wall

scholarly journals NUMERICAL ANALYSIS OF LEAKAGE PHENOMENA OF BACKFILLING SAND THROUGH CORROSION HOLES OF A QUAY WALL

2014 ◽  
Vol 70 (2) ◽  
pp. I_528-I_533
Author(s):  
Tomoaki NAKAMURA ◽  
Shun FUKUDA ◽  
Norimi MIZUTANI
Keyword(s):  
Numerical Analysis ◽  
Quay Wall
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