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应用软计算范型点荷载下的悬臂梁大变形分析

表7

ANN模型中未知参数每种情况下寻找最佳解决方案的大型偏转梁悬臂梁端点负荷下使用ANN-GNDO-SQP算法。
情况下,我 案例二世 案例3 案例四世
1 −2.9962626 −0.65813310 −1.9949390 1.48586354 −0.7044589 2.44833643 −2.0618838 −0.2837740 2.30806094 −6.06573860 0.86825787 −2.33438240
2 −2.8313012 0.59715086 −2.4652621 −2.29465530 −0.9937027 −1.48608260 1.4326512 1.2909630 0.41306818 −8.68057533 −0.61741762 −1.96299418
3 −2.8313010 0.59715056 −2.4652635 2.40794827 −1.1209820 3.41884685 −5.1431940 −0.9214788 −2.53963320 −6.06575258 0.86882569 −2.33421836
4 0.2424393 0.81624788 0.9989734 −2.29465550 −0.9937063 −1.48608340 −5.1431899 −0.9214561 −2.53962473 −8.68058082 −0.61739784 −1.96303574
5 −2.9962567 −0.65820220 −1.9949300 −2.29465580 −0.9937174 −1.48607800 0.9891961 0.5095847 3.05528986 1.88766152 −1.93692688 5.66526002
6 0.6959822 0.58787992 1.7968609 −2.29465660 −0.9937021 −1.48608350 0.9883707 0.5164401 3.07199558 −8.68057978 −0.61743654 −1.96298424
7 0.6315080 −0.39080880 2.1960290 2.40797982 −1.1206391 3.41897235 −5.1431949 −0.9214901 −2.53962702 −8.68057609 −0.61744398 −1.96300933
8 1.2045178 0.65966357 −0.7020318 −1.14915000 1.5518567 1.25665993 −8.4468052 1.1202166 −3.24654750 2.29100504 −0.70151323 4.57057840
9 −2.8312966 0.59714525 −2.4652530 −3.73471870 0.2862061 1.44003308 0.9883813 0.5164715 3.07202476 2.29100362 −0.70152426 4.57058216
10 −2.9962649 −0.65808110 −1.9949521 −2.29465600 −0.9936976 −1.48608900 −5.1431979 −0.9214801 −2.53963468 −8.68057385 −0.61743850 −1.96300282