A reliability model for the rapid optimization of large-scale and uncertain wind excited structures

被引:6
作者
Suksuwan, Arthriya [1 ]
Spence, Seymour M. J. [1 ]
机构
[1] Univ Michigan, Dept Civil & Environm Engn, Ann Arbor, MI 48109 USA
基金
美国国家科学基金会;
关键词
Reliability-based design optimization; Wind engineering; Reliability modeling; Monte Carlo simulation; Dynamic systems; High-dimensional problems; PERFORMANCE-BASED DESIGN; TALL BUILDINGS SUBJECT; FRAGILITY ANALYSIS; SIMULATION; FRAMEWORK; TIME;
D O I
10.1016/j.engstruct.2019.04.024
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The performance assessment of dynamic and uncertain wind excited systems is undergoing a period of rapid change with system-level reliability frameworks becoming ever more common. Within this context, reliability-based optimization represents a natural solution strategy for rapidly identifying optimal solutions. While various frameworks exist for problems involving component-level performance functions, the same cannot be said for system-level problems. This can be traced back to the complexity of dealing with multiple failure modes that require, among other things, the modeling of the dependencies between the peak wind effects defining the failure modes. This work is focused on the development of an efficient system-level reliability model, to be used within the context of system-level optimization, that accounts for this dependency without the need of computationally intensive stochastic wind load models. In particular, the proposed approach is based on developing a reliability-based bounding model that can be calibrated from the results of a classic wind tunnel test. This enables not only the efficient system-level reliability-based optimization, but also the straightforward capture of the generally complex aerodynamic behavior of high-rise structures through standard wind tunnel data.
引用
收藏
页码:493 / 505
页数:13
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