THREE-DIMENSIONAL STOCHASTIC RESPONSE OF OFFSHORE TOWERS TO WAVE ACTION
A theory is developed to calculate the dynamic response of offshore towers to random wave forces. Vibrations are considered simultaneously for translations in the orthogonal horizontal directions and for rotations about a vertical axis. The idealized structure for the dynamic analysis has its masses lumped at discrete horizontal levels. The ocean waves are considered to be a zero mean stationary ergodic Guassian random process described by the directional wave spectrum, which specifies the distribution of wave energy with respect to frequency and direction.
- Report on Structures and Materials Research.
University of California, BerkeleyDivision of Structural Engineering and Structural Mechanics
Berkeley, CA United States 94720
- Berge, B
- Penzien, J
- Publication Date: 1975-10
- Pagination: 158 p.
- TRT Terms: Dynamic loads; Electromagnetic spectrum; Offshore structures; Vibration
- Uncontrolled Terms: Dynamic response
- Subject Areas: Bridges and other structures; Marine Transportation; Terminals and Facilities;
- Accession Number: 00141612
- Record Type: Publication
- Source Agency: National Technical Information Service
- Report/Paper Numbers: UCESM-75-10
- Files: TRIS
- Created Date: Nov 17 1976 12:00AM