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不确定性结构的弹塑性分析:模型及其解法
引用本文:弗兰西斯,韦增欣,等.不确定性结构的弹塑性分析:模型及其解法[J].广西大学学报(自然科学版),2001,26(1):8-14.
作者姓名:弗兰西斯  韦增欣
作者单位:[1]新南威尔斯大学环境与民用工程学院,悉尼新南威尔斯州2052 [2]广西大学理学院,南宁530004
基金项目:Supported by the Australian Research Council and the Natural Science Fundation of Guangxi
摘    要:本文处理一类重要的工程问题:不确定性结构的弹塑性分析,分析模型包含了一类分片线性的硬化法则,这包含了大范围实际观察所得的材料特性。我们所处理的不确定性是由荷载及材料参数引起的。本文先把问题转化为一个随机非线性规划问题,然后用逼近技术给出一个简单的求解方法。

关 键 词:弹塑性分析  随机规划  逼近技术  工程结构  不确定性结构
文章编号:1001-7445(2001)01-0008-07

Elastoplastic analysis of structures under uncertainty:model and solution methods
FRANCIS Tin-loi.Elastoplastic analysis of structures under uncertainty:model and solution methods[J].Journal of Guangxi University(Natural Science Edition),2001,26(1):8-14.
Authors:FRANCIS Tin-loi
Abstract:This paper deals with an important engineering problem, namely the elastoplastic analysis of structures under uncertainty.The analysis model incorporates a class of piecewise linear hardening laws that are sufficiently general to encompass a wide range of practically observed material behavior. The uncertainty we deal with is due to both loads and material parameters. We first formulate the problem as a stochastic nonlinear programming problem and then propose a new simple method for solving it via some approximation techniques.
Keywords:elastoplastic analysis  stochastic programming  approximation techniques
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