EVALUATION OF SEISMIC BEHAVIOR OF FIXED OFFSHORE PLATFORMS WITH ENDURANCE TIME 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.

SEIF M.S.; MEHDIGHOLI H.; ESTEKANCHI H.E.; DASTAN M.A.

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

Journal Paper

Paper Information

Journal: JOURNAL OF MARINE ENGINEERING Year:2012 | Volume:8 | Issue:15 Page(s): 97-103

Download Full-Text

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

Persian Verion

View:

769

Download:

Cites:

Information Journal Paper

Title

EVALUATION OF SEISMIC BEHAVIOR OF FIXED OFFSHORE PLATFORMS WITH ENDURANCE TIME METHOD

Author(s)

SEIF M.S. | MEHDIGHOLI H. | ESTEKANCHI H.E. | DASTAN M.A. | Issue Writer Certificate

Keywords

FIXED OFFSHORE PLATFORMQ2

ENDURANCE TIME METHODQ2

SEISMIC BEHAVIORQ2

SPECTRAL ANALYSISQ3

Abstract

Evaluation of SEISMIC BEHAVIOR of offshore platforms is one of the important design steps in seismic regions. Nevertheless, because of complication and time cost of these methods, engineers usually do not study them deeply. Endurance Time (ET) method is a good solution for this problem. In this method, with acceptance of a reasonable region of errors, the time of analysis can be reduced considerably. Besides with one ET analysis, the behavior of structure can be evaluated in different seismic levels. In this paper, the ET and other usual methods in standards are introduced and then the SEISMIC BEHAVIOR of three platforms is compared with ET and response spectrum method. In this comparison, the acceleration function which is generated base on Iranian cod (2800 standard), is used and the differences are considered in relation to SPECTRAL ANALYSIS of 2800 standard. The results show appropriate conformity between two methods.

Cites

No record.

References

No record.

Cite

APA: Copy

SEIF, M.S., MEHDIGHOLI, H., ESTEKANCHI, H.E., & DASTAN, M.A.. (2012). EVALUATION OF SEISMIC BEHAVIOR OF FIXED OFFSHORE PLATFORMS WITH ENDURANCE TIME METHOD. JOURNAL OF MARINE ENGINEERING, 8(15), 97-103. SID. https://sid.ir/paper/60944/en

Vancouver: Copy

SEIF M.S., MEHDIGHOLI H., ESTEKANCHI H.E., DASTAN M.A.. EVALUATION OF SEISMIC BEHAVIOR OF FIXED OFFSHORE PLATFORMS WITH ENDURANCE TIME METHOD. JOURNAL OF MARINE ENGINEERING[Internet]. 2012;8(15):97-103. Available from: https://sid.ir/paper/60944/en

IEEE: Copy

M.S. SEIF, H. MEHDIGHOLI, H.E. ESTEKANCHI, and M.A. DASTAN, “EVALUATION OF SEISMIC BEHAVIOR OF FIXED OFFSHORE PLATFORMS WITH ENDURANCE TIME METHOD,” JOURNAL OF MARINE ENGINEERING, vol. 8, no. 15, pp. 97–103, 2012, [Online]. Available: https://sid.ir/paper/60944/en

Related Journal Papers