|Table of Contents|

An Efficient Optimal Design Method for Dampers(PDF)

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

Issue:
2020年05期
Page:
51-61
Research Field:
Publishing date:

Info

Title:
An Efficient Optimal Design Method for Dampers
Author(s):
LI Gang;  ZHAI Zi-jie;  YU Ding-hao
State Key Laboratory of Costal and Offshore Engineering, Dalian University of Technology, Dalian 116024, Liaoning, China
Keywords:
energy dissipation structure;  inelasticity-separated finite element method;  damper;  optimal design;  genetic algorithm
PACS:
TU352.1
DOI:
10.19815/j.jace.2019.05106
Abstract:
Based on inelasticity-separated finite element method(IS-FEM)and the improvement of genetic algorithm based on population feasibility, an efficient optimal design method for dampers was proposed. Firstly, based on the basic idea of IS-FEM, the isolation nonlinear control equations of structure equipped with displacement-based dampers and velocity-based dampers were derived respectively. Then, the constrained optimization genetic algorithm based on population feasibility was adopted and the population initialization method, crossover, mutation and selection operators were modified to improve the searching ability near feasible region boundary. Finally, a steel structure retrofit project with metallic yielding dampers was taken as example to verify the accuracy and efficiency of the proposed method. The results show that the new method expands the application range of IS-FEM, improves the search ability of genetic algorithm near the boundary of feasible region, and improves the calculation efficiency in design. The proposed method is an efficient optimization design method of damper.

References:

[1] LIN Y Y,TSAI M H,HWANG J S,et al.Direct Displacement-based Design for Building with Passive Energy Dissipation Systems[J].Engineering Structures,2003,25(1):25-37.
[2]李 钢,李宏男.基于位移的消能减震结构抗震设计方法[J].工程力学,2007,24(9):88-94.
LI Gang,LI Hong-nan.Direct Displacement-based Design for Buildings with Passive Energy Dissipation Devices[J].Engineering Mechanics,2007,24(9):88-94.
[3]周 云,汤统壁,邓雪松,等.耗能减振结构基于性能简化抗震设计方法研究[J].土木工程学报,2008,41(6):14-21.
ZHOU Yun,TANG Tong-bi,DENG Xue-song,et al.A Study on Simplified Performance-based Seismic Design Method for Structures with Dampers[J].China Civil Engineering Journal,2008,41(6):14-21.
[4]翁大根,张 超,吕西林,等.附加黏滞阻尼器减震结构实用设计方法研究[J].振动与冲击,2012,31(21):80-88.
WENG Da-gen,ZHANG Chao,Lü Xi-lin,et al.Practical Design Procedure for a Energy-dissipated Structure with Viscous Dampers[J].Journal of Vibration and Shock,2012,31(21):80-88.
[5]翁大根,杨 凯,张 超.消能减震结构附加金属消能器的简化设计方法[J].福州大学学报:自然科学版,2013,41(4):629-639.
WENG Da-gen,YANG Kai,ZHANG Chao.A Simplified Design Procedure for Energy-dissipated Structure with Metallic Dampers[J].Journal of Fuzhou University:Natural Science Edition,2013,41(4):629-639.
[6]TAKEWAKI I.Optimal Damper Placement for Minimum Transfer Functions[J].Earthquake Engineering & Structural Dynamics,1997,26(11):1113-1124.
[7]YANG J N,LIN S,KIM J H,et al.Optimal Design of Passive Energy Dissipation Systems Based on H∞ and H∞ and b>2 Performances[J].Earthquake Engineering & Structural Dynamics,2002,31(4):921-936.
[8]MORESCHI L M,SINGH M P.Design of Yielding Metallic and Friction Dampers for Optimal Seismic Performance[J].Earthquake Engineering & Structural Dynamics,2003,32(8):1291-1311.
[9]REN W,HUI Q,SONG W,et al.Optimal Design of Dampers Within Seismic Structures[J].Proceedings of SPIE - The International Society for Optical Engineering,2009,7493:1-7.
[10]PARCIANELLO E,CHISARI C,AMADIO C.Optimal Design of Nonlinear Viscous Dampers for Frame Structures[J].Soil Dynamics and Earthquake Engineering,2017,100:257-260.
[11]曲激婷,李宏男.粘弹性阻尼器在结构减震控制中的位置优化研究[J].振动与冲击,2008,27(6):87-91,189.
QU Ji-ting,LI Hong-nan.Optimal Placement of Viscoelastic Dampers for Passive Response Control[J].Journal of Vibration and Shock,2008,27(6):87-91,189.
[12]曲激婷,李宏男,李 钢.位移型消能器在结构减震控制中的位置优化研究[J].工程力学,2009,26(1):43-48.
QU Ji-ting,LI Hong-nan,LI Gang.Optimal Placement of Displacement-based Energy Dissipative Devices for Passive Response Control[J].Engineering Mechanics,2009,26(1):43-48.
[13]LI G,YU D H.Efficient Inelasticity-separated Finite-element Method for Material Nonlinearity Analysis[J].Journal of Engineering Mechanics,2018,144(4):04018008.
[14]LI G,YU D H,LI H N.Seismic Response Analysis of Reinforced Concrete Frames Using Inelasticity-separated Fiber Beam-column Model[J].Earthquake Engineering & Structural Dynamics,2018,47(5):1291-1308.
[15]YU D H,LI G,LI H N.Improved Woodbury Solution Method for Nonlinear Analysis with High-rank Modifications Based on a Sparse Approximation Approach[J].Journal of Engineering Mechanics,2018,144(11):04018103.
[16]宁虎城.采用快速非线性分析法对粘滞阻尼结构的抗震性能研究[D].成都:西南交通大学,2010.
NING Hu-cheng.Seismic Study on Structure with Viscous Dampers by Fast Nonlinear Analysis[D].Chengdu:Southwest Jiaotong University,2010.
[17]梁昔明,龙 文,秦浩宇,等.基于种群个体可行性的约束优化进化算法[J].控制与决策,2010,25(8):1129-1132,1138.
LIANG Xi-ming,LONG Wen,QIN Hao-yu,et al.Constrained Optimization Evolutionary Algorithm Based on Individual Feasibility of Population[J].Control and Decision,2010,25(8):1129-1132,1138.
[18]吴华伟,陈特放,黄伟明,等.一种新的约束优化遗传算法及其工程应用[J].计算机应用研究,2013,30(2):367-370.
WU Hua-wei,CHEN Te-fang,HUANG Wei-ming,et al.Novel Constrained Optimization Genetic Algorithm and Its Engineering Applications[J].Application Research of Computers,2013,30(2):367-370.
[19]万建妮,李和成.一种求解约束优化问题基于混合遗传算子的遗传算法[J].运筹与模糊学,2014,4(1):1-6.
WAN Jian-ni,LI He-cheng.A Genetic Algorithm Based on Hybrid Genetic Operators for Solving Constrained Optimization Problems[J].Operations Research and Fuzziology,2014,4(1):1-6.
[20]AKGUN M A,GARCELON J H,HAFTKA R T.Fast Exact Linear and Non-linear Structural Reanalysis and the Sherman-Morrison-Woodbury Formulas[J].International Journal for Numerical Methods in Engineering,2001,50(7):1587-1606.
[21]ZHANG R F,WANG C,PAN C,et al.Simplified Design of Elastoplastic Structures with Metallic Yielding Dampers Based on the Concept of Uniform Damping Ratio[J].Engineering Structures,2018,176:734-745.
[22]SKELTON R P,MAIER H J,CHRIST H J.The Bauschinger Effect,Masing Model and the Ramberg-Osgood Relation for Cyclic Deformation in Metals[J].Materials Science and Engineering A,1997,238(2):377-390.
[23]IKHOUANE F,MANOSA V,RODELLAR J.Dynamic Properties of the Hysteretic Bouc-Wen Model[J].Systems & Control Letters,2007,56(3):197-205.
[24]陈廷君.消能减震结构设计方法的比较研究[D].上海:同济大学,2008.
CHEN Ting-jun.Comparative Study on Design Method of Structure with Energy Dissipation[D].Shanghai:Tongji University,2008.
[25]汤昱川,张玉良,张铜生.粘滞阻尼器减震结构的非线性动力分析[J].工程力学,2004,21(1):67-71,158.
TANG Yu-chuan,ZHANG Yu-liang,ZHANG Tong-sheng.Nonlinear Dynamic Analysis of Structures with Viscous Dampers[J].Engineering Mechanics,2004,21(1):67-71,158.
[26]JOE S,KUO F Y.Remark on Algorithm 659:Implementing Sobol’s Quasirandom Sequence Generator[J].ACM Transactions on Mathematical Software,2003,29(1):49-57.
[27]王小平,曹立明.遗传算法--理论、应用与软件实现[M].西安:西安交通大学出版社,2002.
WANG Xiao-ping,CAO Li-ming.Genetic Algorithm:Theory,Application and Software Realization[M].Xi’an:Xi’an Jiaotong University Press,2002.
[28]GB 50011-2010,建筑抗震设计规范[S].
GB 50011-2010,Code for Seismic Design of Buildings[S].
[29]李 钢,贾 硕,李宏男.基于算法复杂度理论的拟力法计算效率评价[J].计算力学学报,2018,35(2):129-137.
LI Gang,JIA Shuo,LI Hong-nan.The Efficiency Evaluation of Force Analogy Method Based on the Algorithm Complexity Theory[J].Chinese Journal of Computational Mechanics,2018,35(2):129-137.

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Last Update: 2020-10-15