BEHAVIOR OF MARINE PILE UNDER DYNAMIC EARTHQUAKE LOADING

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.

Vakili Ehsan; Ketabdarri m.j.

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:

109

Download:

Information Seminar Paper

Title

BEHAVIOR OF MARINE PILE UNDER DYNAMIC EARTHQUAKE LOADING

Author(s)

Vakili Ehsan | Ketabdarri m.j.

Keywords

Not Registered.

Abstract

EARTHQUAKE IS ONE OF THE MOST DESTRUCTIVE PHENOMENA IN NATURE. IRAN COUNTRY IS LOCATED ON THE HIGH RISK ZONE OF WORLD EARTHQUAKE CHAIN RESULTING TO SERIOUS DILEMMA IN EVERY FEW YEARS. THE NUMBER OF SERIOUS EARTHQUAKES IN COASTAL AREA OF OUR COUNTRY IN LAST FEW YEARS HAS BEEN CONSIDERABLE (E.G. OCCURRENCE OF EARTHQUAKE IN BANDARABBAS, GHESHM ILAND, ETC. IN 2005 AND 2006). INCLINED PILE PERFORMANCE AGAINST LATERAL LOADING IS MUCH BETTER THAN VERTICAL ONES. HOWEVER THEIR DESIGN AND CONSTRUCTION ARE DIFFICULT. THEREFORE THE VERTICAL MARINE PILES ARE MORE COMMON STRUCTURAL ELEMENTS TO HANDLE AND CONDUCT DIFFERENT ENVIRONMENTAL LOADINGS THROUGH DEEP SEA BED LEVEL WHERE THE SOIL PROVIDES ENOUGH STRENGTH AS A SAFE FOUNDATION. IN THIS STUDY THE NONLINEAR BEHAVIOR OF VERTICAL MARINE PILES UNDER EARTHQUAKES HAS BEEN INVESTIGATED, STRUCTURE AND SOIL HAS BEEN MODELED USING PLAXIS SOFTWARE. THE SOIL CHARACTERISTICS SUCH AS &NBSP;J AND C WAS OBTAINED BY IN-SITU FIELD STUDY IN COASTAL AREA OF BANDARABBAS. RUNNING MODEL FOR A CRITICAL CONDITION OF LATERAL AND VERTICAL DYNAMIC LOADING FOR A SET OF SAMPLE MARINE PILES TIME HISTORY OF PILE DISPLACEMENT WAS OBTAINED. THE DECREASING RATE OF SHEAR STRESS COEFFICIENT RESPECT TO BED DEPTH WAS GRAPHICALLY PRESENTED. THE RESULTS SHOWED PROMISING FOR OPTIMUM AND RELIABLE PILE DESIGN OF HARBORS AND OFFSHORE STRUCTURES NOT ONLY IN THE VICINITY OF THE STUDY AREA, BUT ALSO FOR A WIDE RANGE OF THE COASTAL ZONE OF SOUTHERN PART OF IRAN.

Cites

No record.

References

No record.

Cite

APA: Copy

Vakili, Ehsan, & Ketabdarri, m.j.. (2006). BEHAVIOR OF MARINE PILE UNDER DYNAMIC EARTHQUAKE LOADING. INTERNATIONAL CONFERENCE ON COASTS, PORTS AND MARINE STRUCTURES (ICOPMAS). SID. https://sid.ir/paper/907059/en

Vancouver: Copy

Vakili Ehsan, Ketabdarri m.j.. BEHAVIOR OF MARINE PILE UNDER DYNAMIC EARTHQUAKE LOADING. 2006. Available from: https://sid.ir/paper/907059/en

IEEE: Copy

Ehsan Vakili, and m.j. Ketabdarri, “BEHAVIOR OF MARINE PILE UNDER DYNAMIC EARTHQUAKE LOADING,” presented at the INTERNATIONAL CONFERENCE ON COASTS, PORTS AND MARINE STRUCTURES (ICOPMAS). 2006, [Online]. Available: https://sid.ir/paper/907059/en

Related Journal Papers

No record.

Related Seminar Papers

No record.

Related Plans

No record.

Recommended Workshops