| dc.creator |
Suksawang, Nakin |
|
| dc.creator |
Tekeli, Hamide |
|
| dc.creator |
Tiauw Hiong Go, Tiauw Hiong Go |
|
| dc.creator |
Akyurek, Osman |
|
| dc.date |
2019-10-14T21:00:00Z |
|
| dc.date.accessioned |
2020-10-06T12:03:07Z |
|
| dc.date.available |
2020-10-06T12:03:07Z |
|
| dc.identifier |
fa1b5731-792e-42b8-b1c3-529bd9c974d4 |
|
| dc.identifier |
10.1016/j.compstruc.2019.07.006 |
|
| dc.identifier |
https://avesis.sdu.edu.tr/publication/details/fa1b5731-792e-42b8-b1c3-529bd9c974d4/oai |
|
| dc.identifier.uri |
http://acikerisim.sdu.edu.tr/xmlui/handle/123456789/76773 |
|
| dc.description |
One of the most commonly used control methods is a tuned mass damper (TMD), which is often employed to mitigate the amplitude of mechanical vibrations. To get a more effective response reduction of the structure, it is essential that the dynamics of the structure are modeled as accurately as possible. In this study, the seismic response of a reinforced concrete (RC) six-story building was analyzed with the combinations of masonry infill-wall, a passive and an active tuned mass damper (ATMD). The infill walls were placed along all frames without any space between column-wall and beam-wall connection. The TMD has no external source of energy, while the ATMD has an external energy source generated by the actuator which is driven by a linear quadratic regulator (LQR) controller. The dynamic response of the building was evaluated using the data from a real earthquake excitation of El Centro in 1940. The results highlight the inclusion of masonry infill wall in the seismic analysis is very important and has a substantial effect on the fundamental frequency and seismic characteristic of the structure. It also has a significant impact on the reduction of the inter-story drift and the seismic energy performance of the building. (C) 2019 Elsevier Ltd. All rights reserved. |
|
| dc.language |
eng |
|
| dc.rights |
info:eu-repo/semantics/closedAccess |
|
| dc.title |
Performance evaluation of a reinforced concrete building strengthened respectively by the infill wall, active and passive tuned mass damper under seismic load |
|
| dc.type |
info:eu-repo/semantics/article |
|