Based on the classical response surface method （RSM）, a novel RSM using improved experimental points （EPs） is presented for reliability analysis. Two novel points are included in the presented method. One is the u...Based on the classical response surface method （RSM）, a novel RSM using improved experimental points （EPs） is presented for reliability analysis. Two novel points are included in the presented method. One is the use of linear interpolation, from which the total EPs for determining the RS are selected to be closer to the actual failure surface; the other is the application of sequential linear interpolation to control the distance be- tween the surrounding EPs and the center EP, by which the presented method can ensure that the RS fits the actual failure surface in the region of maximum likelihood as the center EPs converge to the actual most probable point （MPP）. Since the fitting precision of the RS to the actual failure surface in the vicinity of the MPP, which has significant contribution to the probability of the failure surface being exceeded, is increased by the presented method, the precision of the failure probability calculated by RS is increased as well. Numerical examples illustrate the accuracy and efficiency of the presented method.展开更多
针对大型复杂结构极限状态方程一般难以显式表达的特点,提出了基于最小二乘支持向量机(the leastsquare support vector machine,LS-SVM)的结构可靠度评估方法。该方法采用均匀抽样法抽取随机变量样本,应用确定性有限元求解器进行数值...针对大型复杂结构极限状态方程一般难以显式表达的特点,提出了基于最小二乘支持向量机(the leastsquare support vector machine,LS-SVM)的结构可靠度评估方法。该方法采用均匀抽样法抽取随机变量样本,应用确定性有限元求解器进行数值计算。将样本数据进行训练,利用最小二乘支持向量机建立随机变量与结构响应之间的非线性映射关系,模拟结构极限状态方程。通过计算极限状态方程值和偏导数值,求解优化问题,计算结构可靠指标。结果表明,该方法能够评估隐式极限状态方程的结构可靠度,具有较高的计算精度和较好的计算效率。展开更多
基金Project supported by the National Natural Science Foundation of China (No.10572117)the Program for New Century Excellent Talents in University (No.05-0868)
文摘Based on the classical response surface method （RSM）, a novel RSM using improved experimental points （EPs） is presented for reliability analysis. Two novel points are included in the presented method. One is the use of linear interpolation, from which the total EPs for determining the RS are selected to be closer to the actual failure surface; the other is the application of sequential linear interpolation to control the distance be- tween the surrounding EPs and the center EP, by which the presented method can ensure that the RS fits the actual failure surface in the region of maximum likelihood as the center EPs converge to the actual most probable point （MPP）. Since the fitting precision of the RS to the actual failure surface in the vicinity of the MPP, which has significant contribution to the probability of the failure surface being exceeded, is increased by the presented method, the precision of the failure probability calculated by RS is increased as well. Numerical examples illustrate the accuracy and efficiency of the presented method.
文摘针对大型复杂结构极限状态方程一般难以显式表达的特点,提出了基于最小二乘支持向量机(the leastsquare support vector machine,LS-SVM)的结构可靠度评估方法。该方法采用均匀抽样法抽取随机变量样本,应用确定性有限元求解器进行数值计算。将样本数据进行训练,利用最小二乘支持向量机建立随机变量与结构响应之间的非线性映射关系,模拟结构极限状态方程。通过计算极限状态方程值和偏导数值,求解优化问题,计算结构可靠指标。结果表明,该方法能够评估隐式极限状态方程的结构可靠度,具有较高的计算精度和较好的计算效率。
