Time History Analysis of Off Shore Structures with Different Bracings

Authors

  • Akhil Bhandari
  • R. S. Patil
  • G. R. Gandhe

Abstract

Abstract

In this paper time history analysis is performed for off shore steel structures for El-Centro data for 31sec.the effect of slope (different angle 0 degree,20 degree and 30 degree) is studied for various loading condition and the effect bracings (single bracings, knee bracings, cross bracings) for different loading are also studied. For FEA analysis SAP 2000 is used which observed very effective for analysis.

 

Keywords: Offshore structure, SAP 2000, El-Centro, Bracings

Cite this Article

Akhil Bhandari, R.S. Patil, G.R. Gandhe. Time History Analysis of Off shore Structures with Different Bracings. Journal of Offshore Structure and Technology. 2018; 5(1): 1–5p.

Downloads

Published

2018-05-04

Issue

Vol. 5 No. 1 (2018)

Section

Research Article

License

Declaration and Copyright Transfer Form

(to be completed by authors)

I/ We, the undersigned author(s) of the submitted manuscript, hereby declare, that the above manuscript which is submitted for publication in the STM Journals(s), is not published already in part or whole (except in the form of abstract) in any journal or magazine for private or public circulation, and, is not under consideration of publication elsewhere.

  • I/We will not withdraw the manuscript after 1 week of submission as I have read the Author Guidelines and will adhere to the guidelines.
  • I/We Author(s ) have niether given nor will give this manuscript elsewhere for publishing after submitting in STM Journal(s).
  • I/ We have read the original version of the manuscript and am/ are responsible for the thought contents embodied in it. The work dealt in the manuscript is my/ our own, and my/ our individual contribution to this work is significant enough to qualify for authorship.
  •  I/We also agree to the authorship of the article in the following order:

Author’s name                                    

 

1. ________________

2. ________________

3. ________________

4. ________________

 

We  Author(s) tick this box and would request you to consider it as our signature as we agree to the terms of this Copyright Notice, which will apply to this submission if and when it is published by this journal.