Optimum design of dynamic modal control algorithm using non-linear structural mathematical modeling
The paper falls within the framework of dynamic control of existing structures exhibiting non-linear behaviour. On the basis of some previous research developed by the authors, it specifically focuses on the analytical setup and development of a control algorithm for mitigating in an improved way th...
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| Published in | Soil dynamics and earthquake engineering (1984) Vol. 114; pp. 548 - 554 |
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| Main Authors | , , |
| Format | Journal Article |
| Language | English |
| Published |
Barking
Elsevier Ltd
01.11.2018
Elsevier BV |
| Subjects | |
| Online Access | Get full text |
| ISSN | 0267-7261 1879-341X |
| DOI | 10.1016/j.soildyn.2018.07.033 |
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| Abstract | The paper falls within the framework of dynamic control of existing structures exhibiting non-linear behaviour. On the basis of some previous research developed by the authors, it specifically focuses on the analytical setup and development of a control algorithm for mitigating in an improved way the response of non-linear spatial structures, made of masonry. The presented setup does not involve the gross simplifications of the structural model behaviour that are usually adopted in these cases; on the contrary it proposes a more appropriate full mathematical formulation, which is, nevertheless, made still manageable for numerical purposes and significantly more reliable than alternative approaches.
•An original dynamic control algorithm is optimally designed accounting for non-linear structural response.•The full analytical treatment of non-linear structural behaviour is performed.•An energetic approach is setup in the modal space for optimally tuning the control action.•Numerical implementation shows the significant dynamic mitigation achieved through the proposed approach. |
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| AbstractList | The paper falls within the framework of dynamic control of existing structures exhibiting non-linear behaviour. On the basis of some previous research developed by the authors, it specifically focuses on the analytical setup and development of a control algorithm for mitigating in an improved way the response of non-linear spatial structures, made of masonry. The presented setup does not involve the gross simplifications of the structural model behaviour that are usually adopted in these cases; on the contrary it proposes a more appropriate full mathematical formulation, which is, nevertheless, made still manageable for numerical purposes and significantly more reliable than alternative approaches. The paper falls within the framework of dynamic control of existing structures exhibiting non-linear behaviour. On the basis of some previous research developed by the authors, it specifically focuses on the analytical setup and development of a control algorithm for mitigating in an improved way the response of non-linear spatial structures, made of masonry. The presented setup does not involve the gross simplifications of the structural model behaviour that are usually adopted in these cases; on the contrary it proposes a more appropriate full mathematical formulation, which is, nevertheless, made still manageable for numerical purposes and significantly more reliable than alternative approaches. •An original dynamic control algorithm is optimally designed accounting for non-linear structural response.•The full analytical treatment of non-linear structural behaviour is performed.•An energetic approach is setup in the modal space for optimally tuning the control action.•Numerical implementation shows the significant dynamic mitigation achieved through the proposed approach. |
| Author | Li, Haitao Corbi, Ottavia Corbi, Ileana |
| Author_xml | – sequence: 1 givenname: Ileana surname: Corbi fullname: Corbi, Ileana organization: DIST – Dept Structures for Engineering and Architecture. University of Naples Federico II, Via Claudio 21, 80125 Napoli, Italy – sequence: 2 givenname: Ottavia surname: Corbi fullname: Corbi, Ottavia email: ottavia.corbi@unina.it organization: DIST – Dept Structures for Engineering and Architecture. University of Naples Federico II, Via Claudio 21, 80125 Napoli, Italy – sequence: 3 givenname: Haitao surname: Li fullname: Li, Haitao organization: University of Nanjing, China |
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| CitedBy_id | crossref_primary_10_1016_j_soildyn_2020_106255 crossref_primary_10_3390_buildings13020340 |
| Cites_doi | 10.1016/S0141-0296(01)00094-3 10.1115/1.2896029 10.1016/0020-7403(69)90070-8 10.1007/s00707-016-1723-1 10.1016/j.soildyn.2015.03.011 10.12989/was.2007.10.3.233 10.1193/1.1585566 10.1007/s00707-015-1299-1 10.1002/stc.1538 10.5267/j.esm.2018.5.002 10.1007/s00707-015-1350-2 10.1016/j.soildyn.2014.10.029 10.1016/S0141-0296(01)00092-X 10.1504/IJSTRUCTE.2014.065916 10.12989/eas.2015.9.1.029 10.1007/s00707-016-1624-3 10.1007/s00707-016-1722-2 10.1007/s00707-018-2184-5 10.1061/(ASCE)0733-9399(1997)123:9(897) 10.1680/istbu.1995.27599 10.1016/j.compstruc.2015.10.004 |
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| References_xml | – reference: Baratta A, Corbi I, Corbi O. Rocking motion of rigid blocks and their coupling with tuned sloshing dampers. 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| SubjectTerms | Algorithms Control algorithm Control algorithms Control theory Dynamic control Dynamics Full mathematical implementation Masonry Mathematical analysis Mathematical models Non-linear response Nonlinear control Nonlinear response Seismic engineering Structural systems |
| Title | Optimum design of dynamic modal control algorithm using non-linear structural mathematical modeling |
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