Multihinged Articulated Offshore Tower under Vertical Ground Excitation

Author:

Hasan Syed Danish123,Islam Nazrul123,Moin Khalid123

Affiliation:

1. Associate Professor, Civil Engineering Section, Aligarh Muslim Univ. Aligarh-202002, India (corresponding author).

2. Professor, Civil Engineering Dept., Jamia Millia Islamia New Delhi-100025, India.

3. Professor and Head, Civil Engineering Dept., Jamia Millia Islamia New Delhi-100025, India;

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference22 articles.

1. Finite element analysis of nonlinear dynamic response of articulated towers

2. American Petroleum Institute. (2005). Recommended practice for planning designing and constructing fixed offshore platforms 21st Ed. API-RP-2A American Petroleum Institute Washington DC.

3. Stochastic response of a two DOF articulated tower

4. Engineering observations on ground motion at the Van Norman Complex after the 1994 Northridge Earthquake;Bardet J. P.;Bull. Seismol. Soc. Am.,1996

5. Bozorgnia Y. Niazi M. and Campbell K. W. (1996). “Relationship between vertical and horizontal response spectra for the Northridge Earthquake.” 11th World Conference on Earthquake Engineering Mexico Paper No. 893.

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