DYNAMIC BEHAVIOR OF A TENSION LEG PLATFORM OSHORE WIND TURBINE UNDER ENVIRONMENTAL LOADS

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.

EBRAHIMI A.; ABBASPOUR M.; MOHAMMADI NASIRI R.

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

Journal Paper

Paper Information

Journal: Scientia Iranica Year:2014 | Volume:21 | Issue:3 (TRANSACTIONS A: CIVIL ENGINEERING) Page(s): 480-491

Download Full-Text

View:

455

Download:

168

Cites:

Information Journal Paper

Title

DYNAMIC BEHAVIOR OF A TENSION LEG PLATFORM OSHORE WIND TURBINE UNDER ENVIRONMENTAL LOADS

Author(s)

EBRAHIMI A. | ABBASPOUR M. | MOHAMMADI NASIRI R. | Issue Writer Certificate

Keywords

OSHORE WIND TURBINE

FLOATING PLATFORM

TENSION LEG PLATFORM

NUMERICAL SOLUTION

MODEL TEST

SEA WAVE LOAD

WIND LOAD

FLUID STRUCTURE INTERACTION

Abstract

In order to evaluate the dynamic behavior of oating OSHORE WIND TURBINEs, the authors consider two approaches. A numerical method is used to investigate TENSION LEG PLATFORM (TLP) OSHORE WIND TURBINE response behavior under a parked condition. This code considers nonlinearities due to changes in the tension of tethers. The o-diagonal components of stiness, damping and mass matrices are considered to calculate coupling. This code solves the nonlinear equation of motion at each time step. However, in order to validate the data generated by the code, a scaled-down model was fully tested in the marine laboratory. The importance of these series of experiments is due to the fact that this model possesses a unique design and speci cations to which no other model can be compared. Measurement of three degrees of freedom under environmental load is the goal of the experiments. Also, the results clearly show that the direction of encountering waves is an extremely important factor. It can be concluded that WIND LOADs can dampen the oscillation of the model and prevent the impact of large loads on the tethers. The results show that the discrepancy between experimental and numerical results, with dierent degrees of freedom, is suciently acceptable.

Cites

No record.

References

No record.

Cite

APA: Copy

EBRAHIMI, A., ABBASPOUR, M., & MOHAMMADI NASIRI, R.. (2014). DYNAMIC BEHAVIOR OF A TENSION LEG PLATFORM OSHORE WIND TURBINE UNDER ENVIRONMENTAL LOADS. SCIENTIA IRANICA, 21(3 (TRANSACTIONS A: CIVIL ENGINEERING)), 480-491. SID. https://sid.ir/paper/290287/en

Vancouver: Copy

EBRAHIMI A., ABBASPOUR M., MOHAMMADI NASIRI R.. DYNAMIC BEHAVIOR OF A TENSION LEG PLATFORM OSHORE WIND TURBINE UNDER ENVIRONMENTAL LOADS. SCIENTIA IRANICA[Internet]. 2014;21(3 (TRANSACTIONS A: CIVIL ENGINEERING)):480-491. Available from: https://sid.ir/paper/290287/en

IEEE: Copy

A. EBRAHIMI, M. ABBASPOUR, and R. MOHAMMADI NASIRI, “DYNAMIC BEHAVIOR OF A TENSION LEG PLATFORM OSHORE WIND TURBINE UNDER ENVIRONMENTAL LOADS,” SCIENTIA IRANICA, vol. 21, no. 3 (TRANSACTIONS A: CIVIL ENGINEERING), pp. 480–491, 2014, [Online]. Available: https://sid.ir/paper/290287/en

Related Journal Papers

No record.

Related Seminar Papers

No record.

Related Plans

No record.

Recommended Workshops