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Structural Performance Investigation of Ship Lift Hoist Pile Structure Exposed to Tropical Marine Environment

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@article{IJASEIT12805,
   author = {Wahyuniarsih Sutrisno and Harun Alrasyid},
   title = {Structural Performance Investigation of Ship Lift Hoist Pile Structure Exposed to Tropical Marine Environment},
   journal = {International Journal on Advanced Science, Engineering and Information Technology},
   volume = {10},
   number = {4},
   year = {2020},
   pages = {1564--1570},
   keywords = {structural performance; ship lift hoist pile; marine environment; corrosion.},
   abstract = {This paper presents a field investigation and numerical analysis of a ship lift hoist pile structure exposed to the marine environment. This structure is located at Lamong Gulf in East Java Indonesia. This study focused on analyzing the structural performance of the steel pile of the ship lift hoist structure against gravity and seismic load. The field investigation was conducted using several methods such as visual observation, ultrasonic pulse velocity, half-cell potential and ultrasonic thickness to observe the current condition of the structure. Furthermore, a structural analysis was also performed to investigate the performance of the structure before and after the corrosion presented. Based on the field investigation result, it was found that the steel pile of the hoist structure suffers a loss of thickness due to corrosion. The thickness loss of each pile varies from 0 to 1.9 mm. The half-cell potential on the pile cap also shows that the corrosion potential in more than half the hoist pile cap is very high. Furthermore, the structural performance analysis shows that the hoist pile structure is within the safe limit against gravity load when receiving a maximum ship load of 1,650 tons. However, when the gravity load is combined with seismic load, the analysis result shows that the steel pile structure is overstressed and cannot withstands the applied load.},
   issn = {2088-5334},
   publisher = {INSIGHT - Indonesian Society for Knowledge and Human Development},
   url = {http://ijaseit.insightsociety.org/index.php?option=com_content&view=article&id=9&Itemid=1&article_id=12805},
   doi = {10.18517/ijaseit.10.4.12805}
}

EndNote

%A Sutrisno, Wahyuniarsih
%A Alrasyid, Harun
%D 2020
%T Structural Performance Investigation of Ship Lift Hoist Pile Structure Exposed to Tropical Marine Environment
%B 2020
%9 structural performance; ship lift hoist pile; marine environment; corrosion.
%! Structural Performance Investigation of Ship Lift Hoist Pile Structure Exposed to Tropical Marine Environment
%K structural performance; ship lift hoist pile; marine environment; corrosion.
%X This paper presents a field investigation and numerical analysis of a ship lift hoist pile structure exposed to the marine environment. This structure is located at Lamong Gulf in East Java Indonesia. This study focused on analyzing the structural performance of the steel pile of the ship lift hoist structure against gravity and seismic load. The field investigation was conducted using several methods such as visual observation, ultrasonic pulse velocity, half-cell potential and ultrasonic thickness to observe the current condition of the structure. Furthermore, a structural analysis was also performed to investigate the performance of the structure before and after the corrosion presented. Based on the field investigation result, it was found that the steel pile of the hoist structure suffers a loss of thickness due to corrosion. The thickness loss of each pile varies from 0 to 1.9 mm. The half-cell potential on the pile cap also shows that the corrosion potential in more than half the hoist pile cap is very high. Furthermore, the structural performance analysis shows that the hoist pile structure is within the safe limit against gravity load when receiving a maximum ship load of 1,650 tons. However, when the gravity load is combined with seismic load, the analysis result shows that the steel pile structure is overstressed and cannot withstands the applied load.
%U http://ijaseit.insightsociety.org/index.php?option=com_content&view=article&id=9&Itemid=1&article_id=12805
%R doi:10.18517/ijaseit.10.4.12805
%J International Journal on Advanced Science, Engineering and Information Technology
%V 10
%N 4
%@ 2088-5334

IEEE

Wahyuniarsih Sutrisno and Harun Alrasyid,"Structural Performance Investigation of Ship Lift Hoist Pile Structure Exposed to Tropical Marine Environment," International Journal on Advanced Science, Engineering and Information Technology, vol. 10, no. 4, pp. 1564-1570, 2020. [Online]. Available: http://dx.doi.org/10.18517/ijaseit.10.4.12805.

RefMan/ProCite (RIS)

TY  - JOUR
AU  - Sutrisno, Wahyuniarsih
AU  - Alrasyid, Harun
PY  - 2020
TI  - Structural Performance Investigation of Ship Lift Hoist Pile Structure Exposed to Tropical Marine Environment
JF  - International Journal on Advanced Science, Engineering and Information Technology; Vol. 10 (2020) No. 4
Y2  - 2020
SP  - 1564
EP  - 1570
SN  - 2088-5334
PB  - INSIGHT - Indonesian Society for Knowledge and Human Development
KW  - structural performance; ship lift hoist pile; marine environment; corrosion.
N2  - This paper presents a field investigation and numerical analysis of a ship lift hoist pile structure exposed to the marine environment. This structure is located at Lamong Gulf in East Java Indonesia. This study focused on analyzing the structural performance of the steel pile of the ship lift hoist structure against gravity and seismic load. The field investigation was conducted using several methods such as visual observation, ultrasonic pulse velocity, half-cell potential and ultrasonic thickness to observe the current condition of the structure. Furthermore, a structural analysis was also performed to investigate the performance of the structure before and after the corrosion presented. Based on the field investigation result, it was found that the steel pile of the hoist structure suffers a loss of thickness due to corrosion. The thickness loss of each pile varies from 0 to 1.9 mm. The half-cell potential on the pile cap also shows that the corrosion potential in more than half the hoist pile cap is very high. Furthermore, the structural performance analysis shows that the hoist pile structure is within the safe limit against gravity load when receiving a maximum ship load of 1,650 tons. However, when the gravity load is combined with seismic load, the analysis result shows that the steel pile structure is overstressed and cannot withstands the applied load.
UR  - http://ijaseit.insightsociety.org/index.php?option=com_content&view=article&id=9&Itemid=1&article_id=12805
DO  - 10.18517/ijaseit.10.4.12805

RefWorks

RT Journal Article
ID 12805
A1 Sutrisno, Wahyuniarsih
A1 Alrasyid, Harun
T1 Structural Performance Investigation of Ship Lift Hoist Pile Structure Exposed to Tropical Marine Environment
JF International Journal on Advanced Science, Engineering and Information Technology
VO 10
IS 4
YR 2020
SP 1564
OP 1570
SN 2088-5334
PB INSIGHT - Indonesian Society for Knowledge and Human Development
K1 structural performance; ship lift hoist pile; marine environment; corrosion.
AB This paper presents a field investigation and numerical analysis of a ship lift hoist pile structure exposed to the marine environment. This structure is located at Lamong Gulf in East Java Indonesia. This study focused on analyzing the structural performance of the steel pile of the ship lift hoist structure against gravity and seismic load. The field investigation was conducted using several methods such as visual observation, ultrasonic pulse velocity, half-cell potential and ultrasonic thickness to observe the current condition of the structure. Furthermore, a structural analysis was also performed to investigate the performance of the structure before and after the corrosion presented. Based on the field investigation result, it was found that the steel pile of the hoist structure suffers a loss of thickness due to corrosion. The thickness loss of each pile varies from 0 to 1.9 mm. The half-cell potential on the pile cap also shows that the corrosion potential in more than half the hoist pile cap is very high. Furthermore, the structural performance analysis shows that the hoist pile structure is within the safe limit against gravity load when receiving a maximum ship load of 1,650 tons. However, when the gravity load is combined with seismic load, the analysis result shows that the steel pile structure is overstressed and cannot withstands the applied load.
LK http://ijaseit.insightsociety.org/index.php?option=com_content&view=article&id=9&Itemid=1&article_id=12805
DO  - 10.18517/ijaseit.10.4.12805