工程结构优化设计研究进展
详细信息 本馆镜像全文    |  推荐本文 | | 获取馆网全文
摘要
对工程结构优化设计进行了综述,系统介绍了不确定性优化、形状优化、拓扑优化、多目标优化、系统优化等现代工程结构优化设计以及遗传算法、模拟退火算法、神经网络算法等现代仿生学寻优新方法及其应用,指出寻求目标函数和约束函数的高精度近似显式解析式和对最优准则法、数学规划法及仿生学算法进行改进、组合是工程结构优化算法发展的主要方向.
The optimal design of engineering structures was reviewed.Some frontier optimal design methods such as uncertainty optimization,shape optimization,topological optimization,multi-objective optimization,system optimization and some bionics algorithm methods like genetic algorithm,simulated annealing and neural network algorithm as well as their application were introduced.The searching of high-precision approximate explicit analytic expression for objective functions and constraint functions and the improvement and combination of optimal criteria,mathematical programming approaches and bionics algorithms were suggested to be the main development direction of the optimal algorithms for engineering structures.
引文
[1]蔡新,郭兴文,张旭明.工程结构优化设计[M].北京:中国水利水电出版社,2003.
    [2]张炳华,侯昶.土建结构优化设计[M].2版.上海:同济大学出版社,1998.
    [3]SCHMITL A.Structural design bysystematic synthesis[C]//Proceeding of the second Conference on Electronic Computation.NewYork:ASCE,1960:105-132.
    [4]蔡迎建,孙焕纯.框架结构的可靠性优化[J].计算力学学报,1999,16(3):288-294.(CAI Ying-jian,SUN Huan-chu.Reliabilitybased on optimizationfor frame structur[J].Chinese Journal of Computational Mechanics,1999,16(3):288-294.(in Chinese))
    [5]程耿东,许林.基于可靠度的结构优化的序列近似规划算法[J].计算力学学报,2006,23(6):641-646.(CHENG Geng-dong,XULin.Sequential approximate programming approach to reliability based structural optimization[J].Chinese Journal of ComputationalMechanics,2006,23(6):641-646.(in Chinese))
    [6]DIMOU C K,KOUMOUSIS V K.Reliability-based optimal design of truss structures using particle swarmoptimization[J].Journal ofComputingin Civil Engineering,2009,23(2):100-109.
    [7]高亚强,王兴国.基于可靠性的结构优化设计[J].河北理工大学学报:自然科学版,2008,30(1):120-123.(GAO Ya-qiang,WANGXing-guo.AStudy on reliability-based structural optimization and design[J].Journal of Hebei Polytechnic University:NaturalScience Edition,2008,30(1):120-123.(in Chinese))
    [8]王福来,叶少有.基于可靠度理论的桥梁结构优化设计[J].山西建筑,2008,34(2):89-90.(WANG Fu-lai,YE Shao-you.Optimal design of bridge structures based on reliability[J].Shanxi Architecture,2008,34(2):89-90.(in Chinese))
    [9]张鹏飞.浅谈可靠度在桥梁结构优化设计中的应用[J].山西建筑,2007,33(20):78-79.(ZHANG Peng-fei.Application of thereliabilityin bridge structural optimumdesign[J].Shanxi Architecture,2007,33(20):78-79.(in Chinese))
    [10]BELLMANR E,ZADEHL A.Decision-makingin a fuzzy environment[R].Berkeley:University of California Berkeley,1970.
    [11]王光远.工程软设计理论[M].北京:科学出版社,1992.
    [12]叶万军,彭小云,折学森.综合模糊识别下的黄土边坡断面优化[J].西安科技大学学报,2007,27(4):584-589.(YE Wan-jun,PENG Xiao-yun,SHE Xue-sen.Loess slope section optimization based on comprehensivefuzzyrecognition[J].Journal of Xi’an Universityof Science and Technoidgy,2007,27(4):584-589.(in Chinese))
    [13]刘剑,汪志勇,肖盛燮.挡土墙稳定性分析中的模糊优化设计[J].中南公路工程,2006,31(3):102-104.(LIUJian,WANGZhi-yong,XIAOSheng-xie.Fuzzy optimization designinthe stability of retaining wall analysed[J].Central South Highway Engineering,2006,31(3):102-104.(in Chinese))
    [14]汪树玉,刘国华,包志仁.结构优化设计的现状与进展(续)[J].基建优化,1999,20(5):3-7.(WANG Shu-yu,LIU Guo-hua,BAOZhi-ren.Present situation and development of structural optimization method(continuation)[J].Optimizqtion of Capital Construction,1999,20(5):3-7.(in Chinese))
    [15]汪树玉,刘国华,包志仁.结构优化设计的现状与进展[J].基建优化,1999,20(4):3-14.(WANG Shu-yu,LIU Guo-hua,BAOZhi-ren.Present situation and development of structural optimization method[J].Optimizqtion of Capital Construction,1999,20(4):3-14.(in Chinese))
    [16]刘齐茂,燕柳斌,邓朗妮.桁架形状优化的一种改进模拟退火算法研究[J].计算机工程与应用,2007,43(23):218-221.(LIUQi-mao,YAN Liu-bin,DENG Lang-ni.Improved simulated annealing algorithm study on truss shape optimal design[J].ComputerEngineering and Applications,2007,43(23):218-221.(in Chinese))
    [17]易少华,刘树堂.BP遗传算法在结构形状优化设计中的应用[J].广州大学学报:自然科学版,2007,6(3):82-86.(YI Shao-hua,LIU Shu-tang.Application of BP genetic algorithms on shape optimization design of truss structure[J].Journal of GuangzhouUniversity:Natural Science Edition,2007,6(3):82-86.(in Chinese))
    [18]曹天捷.几种载荷同时作用下三铰拱轴线的形状优化[J].中国民航大学学报,2007,25(2):33-35.(CAOTian-jie.Optimizationof axial curve of three-hinged arch under action of fewkind of loads[J].Journal of Civil Aviation University of China,2007,25(2):33-35.(in Chinese))
    [19]王栋,李晶.空间桁架结构动力学形状优化设计[J].工程力学,2007,24(4):129-134.(WANG Dong,LI Jing.Shape optimizationof space trusses subject tofrequency constrains[J].Engineering Mechanics,2007,24(4):129-134.(in Chinese))
    [20]DORN WS,GEMORY R E,GREENBERG HJ.Automatic design of optimal structures[J].J Mech,1964,3(1):25-52.
    [21]DOBBS MW,FELTONL P.Optimization of truss geometry[J].J Struct Div Proc ASCE,1969,95(ST10):2105-2118.
    [22]KIRSCHU,TOPPING B HV.Minimumweight design of structural topologies[J].J Struc Eng,1992,118(7):1770-1785.
    [23]LIPSONS L,GWINL B.The complex method appliedto optimal truss configuration[J].Computers&Structures,1977,7(3):461-468.
    [24]姜冬菊,王德信.离散变量桁架结构拓扑优化设计的混合算法[J].工程力学,2007,24(1):112-116.(JIANG Dong-ju,WANGDe-xin.Ahybrid algorithmfor topology optimization of truss structures with discrete variables[J].Engineering Mechanics,2007,24(1):112-116.(in Chinese))
    [25]姜冬菊.结构拓扑和布局优化及工程应用研究[D].南京:河海大学,2008.
    [26]穆春燕,苏超,丛赛飞.拱坝二维水平拱圈的拓扑优化研究[J].黑龙江水专学报,2007,34(4):1-3.(MUChun-yan,SUChao,CONGSai-fei.Study onthe topology optimization of 2-d horizontal archring[J].Journal of Heilongjiang Hydraulic Engineering College,2007,34(4):1-3.(in Chinese))
    [27]张莉,周克民.基于类桁架连续体的结构拓扑优化方法与应用[J].应用力学学报,2007,24(3):412-415.(ZHANG Li,ZHOUKe-min.Topological optimization based on truss-like continuum with applications[J].Chinese Journal of Applied Mechanics,2007,24(3):412-415.(in Chinese))
    [28]谢能刚,孙林松,包家汉,等.基于无私合作博弈模型的拱坝体型多目标优化设计[J].水利学报,2007,38(9):1109-1114.(XIE Neng-gang,SUNLin-song,BAOJia-han,et al.Multi-objective optimization design of arch damshape based on unselfish cooperationgame model[J].Journal of Hydraulic Engineering,2007,38(9):1109-1114.(in Chinese))
    [29]孙林松,张伟华,谢能刚,等.基于博弈理论的拱坝体形多目标优化设计[J].河海大学学报:自然科学版,2006,34(4):392-396.(SUNLin-song,ZHANG Wei-hua,XIE Neng-gang,et al.Multi-objective optimizationfor shape design of arch dams based on gametheory[J].Journal of Hohai University:Natural Sciences,2006,34(4):392-396.(in Chinese))
    [30]曹洪涛,董军,居雅楠.基于MATLAB的钢-混凝土组合梁截面多目标优化设计[J].四川建筑科学研究,2008,34(1):5-8.(CAO Hong-tao,DONGJun,JUYa-nan.Multi-objective optimal section design of steel-concrete composite beams based onthe MATLAB[J].Sichuan Building Science,2008,34(1):5-8.(in Chinese))
    [31]黄炜,侯莉娜,姚谦峰,等.密肋复合墙体多目标优化设计方法研究[J].西安建筑科技大学学报:自然科学版,2007,39(5):641-645.(HUANG Wei,HOU Li-na,YAO Qian-feng,et al.Research on multi-objective optimization design method of multi-ribbedcomposite wall[J].Journal of Xi'an University of Architecture&Technology:Natural Science Edition,2007,39(5):641-645.(inChinese))
    [32]王光远.工程结构与系统抗震优化设计的实用方法[M].北京:中国建筑工业出版社,1999.
    [33]朱靖华,王光远.多级递阶工程结构系统抗地震设计的全局优化[J].工程力学,2002,19(6):171-180.(ZHUJing-hua,WANGGuang-yuan.Global optimization of anti-seismic design for multilevel hierarchical engineering structure systems[J].EngineeringMechanics,2002,19(6):171-180.(in Chinese))
    [34]朱靖华,王光远.多级递阶工程系统全局优化抗震设计的混合法[J].土木工程学报,2005,38(4):18-24,52.(ZHUJing-hua,WANG Guang-yuan.Global optimization of anti-seismic design for multilevel hierarchical engineering systems by using a mixed method[J].China Civil Engineering Journal,2005,38(4):18-24,52.(in Chinese))
    [35]朱靖华,王光远.多级递阶工程系统抗地震设计全局优化的对偶分解法[J].建筑结构学报,2002,23(6):33-40.(ZHUJing-hua,WANG Guang-yuan.Global optimization of anti-seismic design for multilevel hierarchical engineering systems by a dual-decomposition method[J].Journal of Building Structures,2002,23(6):33-40.(in Chinese))
    [36]朱靖华,王光远.多级递阶工程系统抗地震设计整体优化的计算实现[J].计算力学学报,2002,19(4):384-392.(ZHUJing-hua,WANG Guang-yuan.Computational implementation of global optimization of anti-seismic design for multilevel hierarchicalengineering systems[J].Chinese Journal of Computational Mechanics,2002,19(4):384-392.(in Chinese))
    [37]HOLLANDJ H.Adaptationin natural and artificial systems[M].Cambridge:MITPress,1992.
    [38]MICHALEWICZ Z.Genetic algorithms+data structures=evolution programs[M].Berlin:Springer,1998.
    [39]柳春光,张利华.遗传优化神经网络方法在桥梁震害预测中的应用[J].地震工程与工程振动,2008,28(1):139-145.(LIUChun-guang,ZHANGLi-hua.The application of genetic algorithms and BP neural networkto seismic damage prediction of bridges[J].Journal of Earthquake Engineering and Engineering Vibration,2008,28(1):139-145.(in Chinese))
    [40]汪大洋,周云.基于GA优化理论的高层结构风振控制研究[J].土木工程学报,2008,41(1):42-47.(WANG Da-yang,ZHOUYun.Control of wind-induced vibration of high-rise bulidings based on GAoptimumtheory[J].China Civil Engineering Journal,2008,41(1):42-47.(in Chinese))
    [41]陈文英,阎绍泽,褚福磊.免疫遗传算法在智能桁架结构振动主动控制系统优化设计中的应用[J].机械工程学报,2008,44(2):196-200.(CHEN Wen-ying,YAN Shao-ze,CHU Fu-lei.Immune genetic algorithm used to integrated optimal design of activevibration control systemfor piezoelectric intelligent truss structures[J].Chinese Journal of Mechanical Engineering,2008,44(2):196-200.(in Chinese))
    [42]杨海霞,谢轶鹏.一种改进的遗传算法及其在结构优化设计中的应用[J].河海大学学报:自然科学版,2007,35(6):659-663.(YANG Hai-xia,XIE Yi-peng.An improved genetic algorithmand its application to structural design optimization[J].Journal ofHohai University:Natural Sciences,2007,35(6):659-663.(in Chinese))
    [43]赵同彬,谭云亮,王虹,等.挡土墙库仑土压力的遗传算法求解分析[J].岩土力学,2009,30(4):1170-1174.(ZHAOTong-bin,TANYun-liang,WANG Hong,et al.Analytical solution of Coulomb earth pressure on retaining wall by genetic algorithm[J].Rock andSoil Mechanics,2009,30(4):1170-1174.(in Chinese))
    [44]VANLAARHOVENPJ M,AARTS E HL.Simulated annealing:theory and applications[M].Berlin:Springer,1987.
    [45]陈昌富,吴子儒,龚晓南.复合形模拟退火算法及其在水泥土墙优化设计中的应用[J].岩土力学,2007,28(12):2543-2548.(CHEN Chang-fu,WU Zi-ru,Gong Xiao-nan.Complex simulated annealing and its application to optimization design of cement-soilretaining walls[J].Rock and Soil Mechanics,2007,28(12):2543-2548.(in Chinese))
    [46]王永德,李兰,赵宏才,等.电力网网架结构优化设计的模拟退火算法[J].青岛理工大学学报,2007,28(3):108-110,117.(WANG Yong-de,LI Lan,ZHAO Hong-cai,et al.Simulated annealing algorithmforthe optimal design of the electric power grid structure[J].Journal of Qingdao Technological University,2007,28(3):108-110,117.(in Chinese))
    [47]高占远,鹿晓阳,陈世英,等.基于单纯形模拟退火算法的网架结构优化设计[J].山东建筑大学学报,2007,22(1):21-23,40.(GAOZhan-yuan,LUXiao-yang,CHENShi-ying,et al.Optimal design of lattice grid structure based on simulated simplex-annealingmethod[J].Journal of Shandong Jianzhu University,2007,22(1):21-23.(in Chinese))
    [48]项宝卫,胡永良,凌塑勇.桁架形状优化设计的模拟退火算法[J].力学与实践,2006,28(6):46-50.(XIANG Bao-wei,HUYong-liang,LINGSu-yong.Shape optimization of trusses using simulated annealing[J].Mechanics in Engineering,2006,28(6):46-50.(in Chinese))
    [49]顾元宪,项宝卫,赵国忠.桁架结构截面优化设计的改进模拟退火算法[J].计算力学学报,2006,23(5):546-552.(GUYuan-xian,XIANG Bao-wei,ZHAO Guo-zhong.Improved simulated annealing algorithmfor cross-section design optimization of truss tructures[J].Chinese Journal of Computational Mechanics,2006,23(5):546-552.(in Chinese))
    [50]HOPFIELDJ J.Neural networks and physical systems with emergent collective computational abilities[J].Proceedings of the NationalAcademy of Sciences of the United States of America,1982,79(8):2554-2558.
    [51]姚宏,刘小文.基于神经网络的结构抗震可靠度预测及优化[J].南昌工程学院学报,2007,26(6):22-25.(YAO Hong,LIUXiao-wen.Prediction and optimization of reliability of seismic structures based on neural network[J].Journal of Nanchang Institute ofTechnology,2007,26(6):22-25.(in Chinese))
    [52]任远,白广忱.新型NN训练算法及其在优化设计中的应用[J].计算机工程与应用,2009,45(8):5-8.(REN Yuan,BAIGuang-chen.NewNNtraining algorithmandits applicationin optimization design[J].Computer Engineering and Applications,2009,45(8):5-8.(in Chinese))
    [53]GLOVER F.Tabu search:Part I[J].ORSAJournal on Computing,1989,1(3):190-206.

版权所有:© 2023 中国地质图书馆 中国地质调查局地学文献中心