Response Behavior of Triangular Tension Leg Platforms under Regular Waves Using Stokes Nonlinear Wave Theory-Reference-Cited by-同舟云学术

Response Behavior of Triangular Tension Leg Platforms under Regular Waves Using Stokes Nonlinear Wave Theory

Published:2007-05 Issue:3 Volume:133 Page:230-237
ISSN:0733-950X
Container-title:Journal of Waterway, Port, Coastal, and Ocean Engineering
language:en
Short-container-title:J. Waterway, Port, Coastal, Ocean Eng.

Author:

Chandrasekaran S.¹²³,Jain A. K.¹²³,Chandak N. R.¹²³

Affiliation:

1. Faculty Member, Dept. of Civil Engineering, Institute of Technology, Banaras Hindu Univ., Varanasi-05, India (corresponding author). E-mail: drsekaran@sify.com

2. Professor, Dept. of Civil Engineering, Indian Institute of Technology, Hauz Khas, New Delhi-16, India. Email: akjain@civil.iitd.ernet.in

3. Research Scholar, Dept. of Civil Engineering, Institute of Technology, Banaras Hindu Univ., Varanasi-05, India. Email: narayanch@rediffmail.com

Publisher

American Society of Civil Engineers (ASCE)

Subject

Ocean Engineering,Water Science and Technology,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-950X%282007%29133%3A3%28230%29

Reference13 articles.

1. Wave Forces on Decks of Offshore Platforms

2. Bearman P. W. Graham J. M. R. and Mackwood P. (1987). “Experiments on the Christchurch bay compliant cylinder in the de-voorst wave tank.” Rep. SERC/MTD Project FLE04 Dept. of Aeronautics Imperial College.

3. Spectral analysis for nonlinear wave forces

4. Morison wave force coefficients for application to random seas

5. Discussion of ‘Nondeterministic analysis of offshore structures;Chakrabarti S. K.;J. Engrg. Mech. Div.,1971

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