VERTICAL PILES BEHAVIOR IN BERTHS UNDER VERTICAL AND LATERAL LOAD BASED ON NUMERICAL METHOD

Q: How can I download an article?

To download an article from SID, first log in to the site, search for the article title, and click on the 'Download Article' option.

Q: How can I download an ISI article?

To download an ISI article on SID, enter the keyword or article title in the search bar, view the relevant results, click on the desired article, and select the 'Download Article' option.

Q: How can I access the SID database?

To access the SID database, visit SID.ir, create an account, and log in to access scientific resources.

Q: Is downloading articles from SID free?

Some articles on SID are available for free, while others require payment. Details are specified on the article's page.

OMIDALI H.; MOHAMMADI S.; FAKHER A.

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Seminar Paper

Paper Information

Seminar: INTERNATIONAL CONFERENCE ON COASTS, PORTS AND MARINE STRUCTURES (ICOPMAS) PORTS & MARITIME ORGANIZATION
Year:2006 | Issue:7

Download Full-Text

View:

Download:

Information Seminar Paper

Title

VERTICAL PILES BEHAVIOR IN BERTHS UNDER VERTICAL AND LATERAL LOAD BASED ON NUMERICAL METHOD

Author(s)

OMIDALI H. | MOHAMMADI S. | FAKHER A.

Keywords

VERTICAL PILE

STRESS CONCENTRATION

DISPLACEMENT

FLAC3D

Abstract

PILES ARE BROADLY USED IN MARINE COASTAL AND OFFSHORE STRUCTURES. THIS ARTICLE TRIES TO FOCUS ON BEHAVIOR OF VERTICAL PILES THAT ARE USED IN BERTHS AND OTHER MARINE STRUCTURES. THIS ARTICLE HAS BEEN PERFORMED BASED ON A NUMERICAL METHOD USING FLAC3D SOFTWARE. THIS SOFTWARE WORKS BASED ON FD LIMITED DIFFERENCES. TO ENSURE ACCURACY OF THE RESULTS, A PILE WAS CHOSEN AS THE MODEL AND RESULTS OF THE STUDY ARE MATCHED TO IT. THIS ARTICLE MAKES A COMPARISON AMONG FOUR DIFFERENT ARRANGEMENTS FOR PILES IN A BERTH. A COMPARISON BETWEEN RESULTS GIVES BETTER UNDERSTANDING ABOUT THE BEHAVIOR OF VERTICAL PILES AND SO IT CAN BE USED IN DESIGN OPTIMIZATION OPERATIONS.

Cites

No record.

References

No record.

Cite

APA: Copy

OMIDALI, H., MOHAMMADI, S., & FAKHER, A.. (2006). VERTICAL PILES BEHAVIOR IN BERTHS UNDER VERTICAL AND LATERAL LOAD BASED ON NUMERICAL METHOD. INTERNATIONAL CONFERENCE ON COASTS, PORTS AND MARINE STRUCTURES (ICOPMAS). SID. https://sid.ir/paper/908321/en

Vancouver: Copy

OMIDALI H., MOHAMMADI S., FAKHER A.. VERTICAL PILES BEHAVIOR IN BERTHS UNDER VERTICAL AND LATERAL LOAD BASED ON NUMERICAL METHOD. 2006. Available from: https://sid.ir/paper/908321/en

IEEE: Copy

H. OMIDALI, S. MOHAMMADI, and A. FAKHER, “VERTICAL PILES BEHAVIOR IN BERTHS UNDER VERTICAL AND LATERAL LOAD BASED ON NUMERICAL METHOD,” presented at the INTERNATIONAL CONFERENCE ON COASTS, PORTS AND MARINE STRUCTURES (ICOPMAS). 2006, [Online]. Available: https://sid.ir/paper/908321/en

Related Journal Papers

No record.

Related Seminar Papers

No record.

Related Plans

No record.

Recommended Workshops