Seismic Control of Tall Buildings Using Distributed Multiple Tuned Mass Dampers
The vibration control of tall buildings during earthquake excitations is a challenging task because of their complex seismic behavior. This paper investigates the optimum placement and properties of the tuned mass dampers (TMDs) in tall buildings, which are employed to control the vibrations during...
Saved in:
| Main Authors: | , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Wiley
2019-01-01
|
| Series: | Advances in Civil Engineering |
| Online Access: | http://dx.doi.org/10.1155/2019/6480384 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| _version_ | 1832545733399543808 |
|---|---|
| author | Hamid Radmard Rahmani Carsten Könke |
| author_facet | Hamid Radmard Rahmani Carsten Könke |
| author_sort | Hamid Radmard Rahmani |
| collection | DOAJ |
| description | The vibration control of tall buildings during earthquake excitations is a challenging task because of their complex seismic behavior. This paper investigates the optimum placement and properties of the tuned mass dampers (TMDs) in tall buildings, which are employed to control the vibrations during earthquakes. An algorithm was developed to spend a limited mass either in a single TMD or in multiple TMDs and distribute it optimally over the height of the building. The nondominated sorting genetic algorithm II (NSGA-II) method was improved by adding multivariant genetic operators and utilized to simultaneously study the optimum design parameters of the TMDs and the optimum placement. The results showed that, under earthquake excitations with noticeable amplitude in higher modes, distributing TMDs over the height of the building is more effective in mitigating the vibrations compared to the use of a single TMD system. From the optimization, it was observed that the locations of the TMDs were related to the stories corresponding to the maximum modal displacements in the lower modes and the stories corresponding to the maximum modal displacements in the modes which were highly activated by the earthquake excitations. It was also noted that the frequency content of the earthquake has significant influence on the optimum location of the TMDs. |
| format | Article |
| id | doaj-art-b362364e4a7f460db8c0b416a07adcf7 |
| institution | Kabale University |
| issn | 1687-8086 1687-8094 |
| language | English |
| publishDate | 2019-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Advances in Civil Engineering |
| spelling | doaj-art-b362364e4a7f460db8c0b416a07adcf72025-02-03T07:24:49ZengWileyAdvances in Civil Engineering1687-80861687-80942019-01-01201910.1155/2019/64803846480384Seismic Control of Tall Buildings Using Distributed Multiple Tuned Mass DampersHamid Radmard Rahmani0Carsten Könke1Institute of Structural Mechanics, Bauhaus-Universität Weimar, Marienstr. 15, D-99423 Weimar, GermanyInstitute of Structural Mechanics, Bauhaus-Universität Weimar, Marienstr. 15, D-99423 Weimar, GermanyThe vibration control of tall buildings during earthquake excitations is a challenging task because of their complex seismic behavior. This paper investigates the optimum placement and properties of the tuned mass dampers (TMDs) in tall buildings, which are employed to control the vibrations during earthquakes. An algorithm was developed to spend a limited mass either in a single TMD or in multiple TMDs and distribute it optimally over the height of the building. The nondominated sorting genetic algorithm II (NSGA-II) method was improved by adding multivariant genetic operators and utilized to simultaneously study the optimum design parameters of the TMDs and the optimum placement. The results showed that, under earthquake excitations with noticeable amplitude in higher modes, distributing TMDs over the height of the building is more effective in mitigating the vibrations compared to the use of a single TMD system. From the optimization, it was observed that the locations of the TMDs were related to the stories corresponding to the maximum modal displacements in the lower modes and the stories corresponding to the maximum modal displacements in the modes which were highly activated by the earthquake excitations. It was also noted that the frequency content of the earthquake has significant influence on the optimum location of the TMDs.http://dx.doi.org/10.1155/2019/6480384 |
| spellingShingle | Hamid Radmard Rahmani Carsten Könke Seismic Control of Tall Buildings Using Distributed Multiple Tuned Mass Dampers Advances in Civil Engineering |
| title | Seismic Control of Tall Buildings Using Distributed Multiple Tuned Mass Dampers |
| title_full | Seismic Control of Tall Buildings Using Distributed Multiple Tuned Mass Dampers |
| title_fullStr | Seismic Control of Tall Buildings Using Distributed Multiple Tuned Mass Dampers |
| title_full_unstemmed | Seismic Control of Tall Buildings Using Distributed Multiple Tuned Mass Dampers |
| title_short | Seismic Control of Tall Buildings Using Distributed Multiple Tuned Mass Dampers |
| title_sort | seismic control of tall buildings using distributed multiple tuned mass dampers |
| url | http://dx.doi.org/10.1155/2019/6480384 |
| work_keys_str_mv | AT hamidradmardrahmani seismiccontroloftallbuildingsusingdistributedmultipletunedmassdampers AT carstenkonke seismiccontroloftallbuildingsusingdistributedmultipletunedmassdampers |