Bionic Optimisation of the Earthquake Resistance of High Buildings by Tuned Mass Dampers
The optimisation of earthquake resistance of high buildings by multi-tuned mass dampers was investigated using bionic algorithms. In bionic or evolutionary optimisation studies the properties of parents are crossed and mutated to produce a new generation with slightly different properties. The kids...
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| Published in | Journal of bionics engineering Vol. 8; no. 3; pp. 335 - 344 |
|---|---|
| Main Author | |
| Format | Journal Article |
| Language | English |
| Published |
Singapore
Elsevier Ltd
01.09.2011
Springer Singapore |
| Subjects | |
| Online Access | Get full text |
| ISSN | 1672-6529 2543-2141 |
| DOI | 10.1016/S1672-6529(11)60036-X |
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| Abstract | The optimisation of earthquake resistance of high buildings by multi-tuned mass dampers was investigated using bionic algorithms. In bionic or evolutionary optimisation studies the properties of parents are crossed and mutated to produce a new generation with slightly different properties. The kids which best satisfy the object of the study, become the parents of the next generation. After a series of generations essential improvements of the object may be observed. Tuned mass dampers are widely used to reduce the impact of dynamic excitations on structures. A single mass system and multi-mass oscillators help to explain the mechanics of the dampers. To apply the bionic optimisation strategy to high buildings with passive tuned mass dampers subject to seismic loading a special beam element has been developed. In addition to the 6 degrees of freedom of a conventional beam element, it has 2 degrees of freedom for the displacements of the dampers. It allows for fast studies of many variants. As central result, efficient designs for damping systems along the height of an edifice are found. The impact on the structure may be reduced essentially by the use of such dampers designed to interact in an optimal way. |
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| AbstractList | The optimisation of earthquake resistance of high buildings by multi-tuned mass dampers was investigated using bionic algorithms. In bionic or evolutionary optimisation studies the properties of parents are crossed and mutated to produce a new generation with slightly different properties. The kids which best satisfy the object of the study, become the parents of the next generation. After a series of generations essential improvements of the object may be observed. Tuned mass dampers are widely used to reduce the impact of dynamic excitations on structures. A single mass system and multi-mass oscillators help to explain the mechanics of the dampers. To apply the bionic optimisation strategy to high buildings with passive tuned mass dampers subject to seismic loading a special beam element has been developed. In addition to the 6 degrees of freedom of a conventional beam element, it has 2 degrees of freedom for the displacements of the dampers. It allows for fast studies of many variants. As central result, efficient designs for damping systems along the height of an edifice are found. The impact on the structure may be reduced essentially by the use of such dampers designed to interact in an optimal way. |
| Author | Steinbuch, Rolf |
| AuthorAffiliation | Reutlingen Research Institute, Reutlingen University, Alteburgstr. 150 72762 Reutlingen, Germany |
| Author_xml | – sequence: 1 givenname: Rolf surname: Steinbuch fullname: Steinbuch, Rolf email: Rolf.Steinbuch@Reutlingen-University.de organization: Reutlingen Research Institute, Reutlingen University, Alteburgstr. 150 72762 Reutlingen, Germany |
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| Cites_doi | 10.1007/978-3-540-35783-4 10.1201/9780203486245 10.1002/eqe.1117 10.1002/1096-9845(200009)29:9<1405::AID-EQE976>3.0.CO;2-4 10.1002/eqe.128 10.1017/CBO9780511809170 10.1007/978-3-662-03315-9 10.1016/S1672-6529(09)60236-5 |
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| Keywords | tuned mass damper earthquake bionic optimisation reduced model |
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| Notes | 22-1355/TB earthquake, tuned mass damper, bionic optimisation, reduced model The optimisation of earthquake resistance of high buildings by multi-tuned mass dampers was investigated using bionic algorithms. In bionic or evolutionary optimisation studies the properties of parents are crossed and mutated to produce a new generation with slightly different properties. The kids which best satisfy the object of the study, become the parents of the next generation. After a series of generations essential improvements of the object may be observed. Tuned mass dampers are widely used to reduce the impact of dynamic excitations on structures. A single mass system and multi-mass oscillators help to explain the mechanics of the dampers. To apply the bionic optimisation strategy to high buildings with passive tuned mass dampers subject to seismic loading a special beam element has been developed. In addition to the 6 degrees of freedom of a conventional beam element, it has 2 degrees of freedom for the displacements of the dampers. It allows for fast studies of many variants. As central result, efficient designs for damping systems along the height of an edifice are found. The impact on the structure may be reduced essentially by the use of such dampers designed to interact in an optimal way. ObjectType-Article-1 SourceType-Scholarly Journals-1 ObjectType-Feature-2 content type line 23 |
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| References | Gen, Cheng (bib10) 2000 Fu T S, Johnson E A. Control strategies for a distributed mass damper system. Li (bib5) 2002; 31 Rechenberg I. Steinbuch (bib12) 2010; 7 Li (bib4) 2000; 29 Towhata (bib14) 2008 Hodges, Pierce (bib17) 2002 Ji H-R, Moon Y-J, Kim C-H, Lee I-W. Structural Vibration Control Using Semiactive Tuned Mass Damper. Eddy (bib15) St. Louis, MO, USA, 2009, 3921–3925. , . De Angelis, Perno, Reggio (bib8) 2011; 40 94, Frommann-Holzboog, Stuttgart, Germany, 1994. Berkeley. Kobe Earthquake 1995/01/16 20:46, Station Takarazuka, [2011-02-01] Chopra (bib3) 2000 Michalewicz (bib11) 1996 Li (bib18) 2010 Den Hartog (bib1) 1956 Bozorgnia, Bertero (bib13) 2004 Taiwan, 2005. Nawrotzki, Dalmer (bib2) Den HartogJ PMechanical Vibrations19564th EditionNew York, USAMcGraw-Hill Book Company0071.39304 LiCPerformance of multiple tuned mass dampers for attenuating undesirable oscillations of structures under the ground accelerationEarthquake Engineering & Structural Dynamics2000291405142110.1002/1096-9845(200009)29:9<1405::AID-EQE976>3.0.CO;2-4 HodgesD HPierceG AIntroduction to Structural Dynamics and Aeroelasticity2002Cambridge, UKCambridge University Press10.1017/CBO9780511809170 FuT SJohnsonE AControl strategies for a distributed mass damper systemProceedings of the American Control Conference2009MO, USASt. Louis39213925 Berkeley. Kobe Earthquake 1995/01/16 20:46, Station Takarazuka, [2011-02-01], http://peer.berkeley.edu/smcat/data/ath/KOBE/TAZ-UP.AT2, http://peer.berkeley.edu/smcat/data/ath/KOBE/TAZ000.AT2, http://peer.berkeley.edu/smcat/data/ath/KOBE/TAZ090.AT2 SteinbuchRSuccessful application of evolutionary algorithms in engineering designJournal of Bionic Engineering20107S199S21110.1016/S1672-6529(09)60236-5 Nawrotzki P, Dalmer F. Der Einfluss von Schwingungstilgern auf die Standsicherheit und Gebrauchstauglichkeit von Bauwerken, D-A-CH Tagung 2005, Retrieved from http://www.gerb.com/de/bibliothek/downloads/dokumente/ aKoeln.pdf. (in German) JiH-RMoonY-JKimC-HLeeI-WStructural Vibration Control Using Semiactive Tuned Mass DamperProceedings of the Eighteenth KKCNN Symposium on Civil Engineering-KAIST62005 ChopraA KDynamics of Structures: Theory and Applications to Earthquake Engineering2000New Jersey, USAPrentice-Hall, Upper Saddle River RechenbergIEvolutionsstrategie ′941994Stuttgart, GermanyFrommann-Holzboog LiCOptimum multiple tuned mass dampers for structures under the ground acceleration based on DDMF and ADMFEarthquake Engineering & Structural Dynamics20023189791910.1002/eqe.128 De Angelis M, Perno S, Reggio A. Dynamic response and optimal design of structures with large mass ratio TMD. Earthquake Engineering & Structural Dynamics, 2011, 40, doi: 10.1002/eqe.1117. LiSEvolutionary Optimization of Earthquake Resistance Capacity for High Buildings2010 BozorgniaYBerteroV VEarthquake Engineering2004Boca Raton, USACRC Press10.1201/9780203486245 Eddy N. Taipei 101’s 730-Ton Tuned Mass Damper, [2011-02-01], http://www.popularmechanics.com/technology/gadgets/new s/1612252 GenMChengRGenetic Algorithms & Engineering Optimization2000New York, USAJohn Wiley & Sons TowhataIGeotechnical Earthquake Engineering2008BerlinSpringer Series in Geomechanics and Geoengineering, Springer10.1007/978-3-540-35783-4 MichalewiczZGenetic Algorithms+Data Structures=Evolution Programs1996New York, USASpringer10.1007/978-3-662-03315-90841.68047 8030335_CR2 Z Michalewicz (8030335_CR11) 1996 T S Fu (8030335_CR7) 2009 8030335_CR8 M Gen (8030335_CR10) 2000 A K Chopra (8030335_CR3) 2000 C Li (8030335_CR5) 2002; 31 8030335_CR16 8030335_CR15 C Li (8030335_CR4) 2000; 29 Y Bozorgnia (8030335_CR13) 2004 S Li (8030335_CR18) 2010 R Steinbuch (8030335_CR12) 2010; 7 I Rechenberg (8030335_CR9) 1994 D H Hodges (8030335_CR17) 2002 J P Hartog Den (8030335_CR1) 1956 H-R Ji (8030335_CR6) 2005 I Towhata (8030335_CR14) 2008 |
| References_xml | – reference: '94, Frommann-Holzboog, Stuttgart, Germany, 1994. – ident: bib15 article-title: Taipei 101's 730-Ton Tuned Mass Damper, [2011-02-01] – reference: Berkeley. Kobe Earthquake 1995/01/16 20:46, Station Takarazuka, [2011-02-01], – year: 2010 ident: bib18 publication-title: Evolutionary Optimization of Earthquake Resistance Capacity for High Buildings – reference: , – volume: 7 start-page: S199 year: 2010 end-page: S211 ident: bib12 article-title: Successful application of evolutionary algorithms in engineering design publication-title: Journal of Bionic Engineering – volume: 29 start-page: 1405 year: 2000 end-page: 1421 ident: bib4 article-title: Performance of multiple tuned mass dampers for attenuating undesirable oscillations of structures under the ground acceleration publication-title: Earthquake Engineering & Structural Dynamics – reference: Rechenberg I. – reference: Fu T S, Johnson E A. Control strategies for a distributed mass damper system. – year: 2002 ident: bib17 publication-title: Introduction to Structural Dynamics and Aeroelasticity – year: 2004 ident: bib13 publication-title: Earthquake Engineering – volume: 31 start-page: 897 year: 2002 end-page: 919 ident: bib5 article-title: Optimum multiple tuned mass dampers for structures under the ground acceleration based on DDMF and ADMF publication-title: Earthquake Engineering & Structural Dynamics – year: 1956 ident: bib1 publication-title: Mechanical Vibrations – reference: Ji H-R, Moon Y-J, Kim C-H, Lee I-W. Structural Vibration Control Using Semiactive Tuned Mass Damper. – reference: , Taiwan, 2005. – year: 1996 ident: bib11 publication-title: Genetic Algorithms+Data Structures=Evolution Programs – year: 2008 ident: bib14 publication-title: Geotechnical Earthquake Engineering – year: 2000 ident: bib10 publication-title: Genetic Algorithms & Engineering Optimization – year: 2000 ident: bib3 publication-title: Dynamics of Structures: Theory and Applications to Earthquake Engineering – reference: , St. Louis, MO, USA, 2009, 3921–3925. – reference: . – ident: bib2 – volume: 40 year: 2011 ident: bib8 article-title: Dynamic response and optimal design of structures with large mass ratio TMD publication-title: Earthquake Engineering & Structural Dynamics – reference: FuT SJohnsonE AControl strategies for a distributed mass damper systemProceedings of the American Control Conference2009MO, USASt. Louis39213925 – reference: LiSEvolutionary Optimization of Earthquake Resistance Capacity for High Buildings2010 – reference: LiCOptimum multiple tuned mass dampers for structures under the ground acceleration based on DDMF and ADMFEarthquake Engineering & Structural Dynamics20023189791910.1002/eqe.128 – reference: Nawrotzki P, Dalmer F. Der Einfluss von Schwingungstilgern auf die Standsicherheit und Gebrauchstauglichkeit von Bauwerken, D-A-CH Tagung 2005, Retrieved from http://www.gerb.com/de/bibliothek/downloads/dokumente/ aKoeln.pdf. (in German) – reference: Den HartogJ PMechanical Vibrations19564th EditionNew York, USAMcGraw-Hill Book Company0071.39304 – reference: BozorgniaYBerteroV VEarthquake Engineering2004Boca Raton, USACRC Press10.1201/9780203486245 – reference: GenMChengRGenetic Algorithms & Engineering Optimization2000New York, USAJohn Wiley & Sons – reference: HodgesD HPierceG AIntroduction to Structural Dynamics and Aeroelasticity2002Cambridge, UKCambridge University Press10.1017/CBO9780511809170 – reference: JiH-RMoonY-JKimC-HLeeI-WStructural Vibration Control Using Semiactive Tuned Mass DamperProceedings of the Eighteenth KKCNN Symposium on Civil Engineering-KAIST62005 – reference: ChopraA KDynamics of Structures: Theory and Applications to Earthquake Engineering2000New Jersey, USAPrentice-Hall, Upper Saddle River – reference: MichalewiczZGenetic Algorithms+Data Structures=Evolution Programs1996New York, USASpringer10.1007/978-3-662-03315-90841.68047 – reference: Eddy N. Taipei 101’s 730-Ton Tuned Mass Damper, [2011-02-01], http://www.popularmechanics.com/technology/gadgets/new s/1612252 – reference: RechenbergIEvolutionsstrategie ′941994Stuttgart, GermanyFrommann-Holzboog – reference: TowhataIGeotechnical Earthquake Engineering2008BerlinSpringer Series in Geomechanics and Geoengineering, Springer10.1007/978-3-540-35783-4 – reference: Berkeley. Kobe Earthquake 1995/01/16 20:46, Station Takarazuka, [2011-02-01], http://peer.berkeley.edu/smcat/data/ath/KOBE/TAZ-UP.AT2, http://peer.berkeley.edu/smcat/data/ath/KOBE/TAZ000.AT2, http://peer.berkeley.edu/smcat/data/ath/KOBE/TAZ090.AT2 – reference: LiCPerformance of multiple tuned mass dampers for attenuating undesirable oscillations of structures under the ground accelerationEarthquake Engineering & Structural Dynamics2000291405142110.1002/1096-9845(200009)29:9<1405::AID-EQE976>3.0.CO;2-4 – reference: De Angelis M, Perno S, Reggio A. Dynamic response and optimal design of structures with large mass ratio TMD. Earthquake Engineering & Structural Dynamics, 2011, 40, doi: 10.1002/eqe.1117. – reference: SteinbuchRSuccessful application of evolutionary algorithms in engineering designJournal of Bionic Engineering20107S199S21110.1016/S1672-6529(09)60236-5 – volume-title: Geotechnical Earthquake Engineering year: 2008 ident: 8030335_CR14 doi: 10.1007/978-3-540-35783-4 – volume-title: Genetic Algorithms & Engineering Optimization year: 2000 ident: 8030335_CR10 – volume-title: Proceedings of the Eighteenth KKCNN Symposium on Civil Engineering-KAIST6 year: 2005 ident: 8030335_CR6 – volume-title: Earthquake Engineering year: 2004 ident: 8030335_CR13 doi: 10.1201/9780203486245 – ident: 8030335_CR2 – start-page: 3921 volume-title: Proceedings of the American Control Conference year: 2009 ident: 8030335_CR7 – ident: 8030335_CR8 doi: 10.1002/eqe.1117 – volume-title: Evolutionsstrategie ′94 year: 1994 ident: 8030335_CR9 – volume: 29 start-page: 1405 year: 2000 ident: 8030335_CR4 publication-title: Earthquake Engineering & Structural Dynamics doi: 10.1002/1096-9845(200009)29:9<1405::AID-EQE976>3.0.CO;2-4 – volume: 31 start-page: 897 year: 2002 ident: 8030335_CR5 publication-title: Earthquake Engineering & Structural Dynamics doi: 10.1002/eqe.128 – volume-title: Introduction to Structural Dynamics and Aeroelasticity year: 2002 ident: 8030335_CR17 doi: 10.1017/CBO9780511809170 – volume-title: Mechanical Vibrations year: 1956 ident: 8030335_CR1 – volume-title: Evolutionary Optimization of Earthquake Resistance Capacity for High Buildings year: 2010 ident: 8030335_CR18 – volume-title: Genetic Algorithms+Data Structures=Evolution Programs year: 1996 ident: 8030335_CR11 doi: 10.1007/978-3-662-03315-9 – volume-title: Dynamics of Structures: Theory and Applications to Earthquake Engineering year: 2000 ident: 8030335_CR3 – volume: 7 start-page: S199 year: 2010 ident: 8030335_CR12 publication-title: Journal of Bionic Engineering doi: 10.1016/S1672-6529(09)60236-5 – ident: 8030335_CR15 – ident: 8030335_CR16 |
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| SubjectTerms | Artificial Intelligence Biochemical Engineering Bioinformatics Biomaterials Biomedical Engineering and Bioengineering Biomedical Engineering/Biotechnology bionic optimisation Bionics Buildings Dampers Degrees of freedom Dynamics earthquake Engineering Mathematical analysis Optimization Parents reduced model tuned mass damper 仿生算法 优化策略 动态激励 抗震性 调谐质量阻尼器 质量体系 进化优化 高层建筑 |
| Title | Bionic Optimisation of the Earthquake Resistance of High Buildings by Tuned Mass Dampers |
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