Simulation-based robust design of mass dampers for response mitigation of tension leg platforms

被引:40
作者
Taflanidis, Alexandros A. [1 ]
Angefides, Demos C. [2 ]
Scruggs, Jeffrey T. [3 ]
机构
[1] Univ Notre Dame, Dept Civil Engn & Geol Sci, Notre Dame, IN 46556 USA
[2] Aristotle Univ Thessaloniki, Dept Civil Engn, Thessaloniki, Greece
[3] Duke Univ, Dept Civil & Environm Engn, Durham, NC 27706 USA
关键词
Mass dampers; Tuned mass damper; Tension leg platform; Robust reliability-based design; Stochastic simulation; Stochastic sea model; LIQUID COLUMN DAMPERS; VIBRATION CONTROL; PERFORMANCE; EXCITATION; BUILDINGS; SYSTEM; SEA;
D O I
10.1016/j.engstruct.2008.11.014
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A robust stochastic design framework is discussed for design of mass dampers. The focus is on applications for the mitigation of the coupled heave and pitch response of Tension Leg Platforms under stochastic sea excitation. The framework presented fully addresses the complex relationship between the coupled dynamics of the platform, the stochastic excitation and the vibration of the dampers. Model parameters that have some level of uncertainty are probabilistically described. In this probabilistic setting the system, reliability is adopted as the design objective. Stochastic simulation is considered for evaluation of the system model response and the overall reliability performance. This way, all nonlinear characteristics of the structural response and environmental excitation are explicitly incorporated into their respective models. An efficient algorithm is discussed for performing the challenging stochastic design optimization. The ideas are illustrated in an application involving a tension leg platform with closely spaced frequencies for the heave and pitch degrees of freedom. (C) 2008 Elsevier Ltd. All rights reserved.
引用
收藏
页码:847 / 857
页数:11
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