Godinho, Ana Fatima (2019) VERIFICATION OF TUNED LIQUID DAMPER FOR REDUCING RESPONSE OF STRUCTURES DUE TO EARTHQUAKE EFFECTS. S2 thesis, UAJY.
1751027220.pdf
Download (1MB) | Preview
1751027221.pdf
Download (100kB) | Preview
1751027222.pdf
Download (344kB) | Preview
![[thumbnail of BAB III]](https://repository.uajy.ac.id/style/images/fileicons/text.png "BAB III")
Text (BAB III)
1751027223.pdf
Restricted to Registered users only
Download (117kB)
Text (BAB IV)
1751027224.pdf
Restricted to Registered users only
Download (630kB)
1751027225.pdf
Download (420kB) | Preview
Abstract
One way that can be used to increase the resistance of structures to dynamic loads is
to add damping to the structure. Tuned Liquid Damper is a rigid liquid filled tank and
is positioned on one of the floors of a building with the aim of reducing the dynamic
response of the structure to external excitation.
Using the formula of den hartog optimum TMD modified with
formula for frequency of rectangular Tuned Liquid Damper, several set of table and
graph is made to select the optimal dimension of TLD. Using TLD with this dimesion
an experimental nodel is created and the result is compared with simulation model.
The results from this study shows that displacement matlab model has 7.4% at first
floor and 8.1% at second floor. Also the result for displacement experimental has
18.75% at first floor and 13.63% at second floor. Therefore it can be concluded
between these two methods TLD have significant impact in decreasement of structure
response.
| Item Type: | Thesis (S2) |
|---|---|
| Uncontrolled Keywords: | Tuned Liquid Damper (TLD), Optimation of TLD Dimension, Response Structure, Acceleration Sensor. |
| Subjects: | Magister Teknik Sipil > Struktur |
| Divisions: | Pasca Sarjana > Magister Teknik Sipil |
| Depositing User: | Users 5931 not found. |
| Date Deposited: | 19 Sep 2019 05:42 |
| Last Modified: | 19 Sep 2019 05:42 |
| URI: | https://repository.uajy.ac.id/id/eprint/20036 |
Actions (login required)
- View Item
