Sensitivity analysis of fixed marine structure responses to wave force parameters by application of New Wave theory

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.

shakarami milad; Shanehsazzadeh Ahmad; SHABAKHTY NASER

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

Journal Paper

Paper Information

Journal: IRANIAN JOURNAL OF MARINE TECHNOLOGY Year:2020 | Volume:6 | Issue:4 (18) Page(s): 84-95

Download Full-Text

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

Persian Verion

View:

685

Download:

Cites:

Information Journal Paper

Title

Sensitivity analysis of fixed marine structure responses to wave force parameters by application of New Wave theory

Author(s)

shakarami milad | Shanehsazzadeh Ahmad | SHABAKHTY NASER | Issue Writer Certificate

Keywords

Marine fix structuresQ1

New wave TheoryQ1

Irregular random wavesQ1

sensitivity analysis.ANSYSQ1

Abstract

The sensitivity analysis is conducted on fix marine structure responses, including maximum displacement, base shear and overturning moment to the main wave force parameters of drag coefficient, inertial coefficient and wave height. For this purpose, two simple structures namely mono-pile and four-leg truss are considered. The kinematics of waves are extracted through the New wave Theory and applied in the Morrison equation to calculate time series of wave force. ANSYS APDL15 software is applied for dynamic analysis and structural responses are obtained. The sensitivity analysis shows that, in comparison to the drag coefficient and inertia, structural responses are more sensitive to wave height variations. The results also show that, despite the nonlinear relationships between structural responses and wave force parameters, the nonlinear deviation is less than 3% and can be neglected.

Cites

No record.

References

No record.

Cite

APA: Copy

shakarami, milad, Shanehsazzadeh, Ahmad, & SHABAKHTY, NASER. (2020). Sensitivity analysis of fixed marine structure responses to wave force parameters by application of New Wave theory. IRANIAN JOURNAL OF MARINE TECHNOLOGY, 6(4 (18) ), 84-95. SID. https://sid.ir/paper/251963/en

Vancouver: Copy

shakarami milad, Shanehsazzadeh Ahmad, SHABAKHTY NASER. Sensitivity analysis of fixed marine structure responses to wave force parameters by application of New Wave theory. IRANIAN JOURNAL OF MARINE TECHNOLOGY[Internet]. 2020;6(4 (18) ):84-95. Available from: https://sid.ir/paper/251963/en

IEEE: Copy

milad shakarami, Ahmad Shanehsazzadeh, and NASER SHABAKHTY, “Sensitivity analysis of fixed marine structure responses to wave force parameters by application of New Wave theory,” IRANIAN JOURNAL OF MARINE TECHNOLOGY, vol. 6, no. 4 (18) , pp. 84–95, 2020, [Online]. Available: https://sid.ir/paper/251963/en

Related Journal Papers