可靠性分析在结构设计中的作用

A. Mishra
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引用次数: 1

摘要

现代建筑需要更严格和复杂的设计;需要准确和有效的方法来评估负载,几何形状,材料特性,所涉及的制造过程以及操作环境的不确定性,已经大大增加。可靠性评估技术有助于为稳健设计提供初步指导。在这种情况下,结构工程师经常使用经典的方法,如概率论、统计方法和可靠度分析方法。后来发展起来的方法包括蒙特卡罗抽样、拉丁超立方体抽样、一阶和二阶可靠性方法、随机有限元法和随机优化。此外,在那些随机性相对较小的结构问题中,通常使用确定性模型而不是随机模型。然而,当不确定程度较高时,系统分析和设计需要随机方法。许多概率分析工具已经被开发出来来限定不确定性,但是最复杂的系统仍然是用简化的规则和方案来设计的,比如基于安全系数的设计。然而,这些传统的设计过程并不能直接解释大多数输入参数的随机性。在结构设计中,安全系数是用来保持一定程度的安全。通常,安全系数被理解为预期响应强度与预期荷载的比值。在实际应用中,强度和荷载都是变量,其值分散在各自的平均值附近。当考虑变量的离散性时,安全系数可能小于1,传统的基于安全系数的设计将失败。更有可能的是,安全因素过于保守,导致设计成本过高。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Role of Reliability Analysis in Structural Design
Modern structures require more critical and complex designs; the need for accurate and efficient approaches to assess uncertainties in loads, geometry, material properties, manufacturing processes involved and also the operational environment, has increased significantly. Reliability assessment techniques help to develop the initial guidance for robust designs. In this context, the classical methods such as theory of probability, statistical methods and reliability analysis methods are often used by structural engineers. Some of the methods which have been developed in the later stages include Monte Carlo Sampling, Latin Hyper Cube Sampling, First and Second Order Reliability Methods, Stochastic Finite Element Method and Stochastic Optimization. In addition, in those structural problems where randomness is relatively small, a deterministic model is usually used rather than a Stochastic Model. However, when the level of uncertainty is high, Stochastic approaches are necessary for system analysis and design. Number of probabilistic analysis tools have been developed to qualify uncertainties, but the most complex systems are still designed with simplified rules and schemes, such as factor of safety based designs. However, these traditional design processes do not directly account for the random nature of the most input parameters. Factor of safety is used to maintain some degree of safety in the structural design. Generally, the factor of safety is understood to be the ratio of the expected strength of response to the expected load. In practice, both the strength and load are variables, the values of which are scattered about their respective mean values. When the scatter of the variables is considered, the factor of safety could potentially be less than unity and the traditional factor of safety based design would fail. More likely is that the factor of safety is too conservative, which leads to an over expensive design.
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