Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Lateral Response Reduction of Tall Buildings Using Portal Frame as TMD
Majority of construction industries are aiming to go for taller and lighter buildings which may result in flexible and slender structures. Hence serviceability and safety become a critical issue during the occurrence of heavy winds and high magnitude earthquakes. Therefore, considerable techniques are adopted to minimize the vibrations caused by these natural responses of the structures. One of the techniques used prominently for tall structures is Tuned Mass Damper (TMD). TMD’s have been very effective in controlling structural vibrations. This study proposes a detailed analysis of a 2D frame structure with a TMD system placed at different levels of the structure in order to evaluate the behaviour of structure for given earthquake ground motions. The results obtained indicate installation of simple frames can decrease the response of the structure during an earthquake and location of TMD is also discussed in detail.
Lateral Response Reduction of Tall Buildings Using Portal Frame as TMD
Majority of construction industries are aiming to go for taller and lighter buildings which may result in flexible and slender structures. Hence serviceability and safety become a critical issue during the occurrence of heavy winds and high magnitude earthquakes. Therefore, considerable techniques are adopted to minimize the vibrations caused by these natural responses of the structures. One of the techniques used prominently for tall structures is Tuned Mass Damper (TMD). TMD’s have been very effective in controlling structural vibrations. This study proposes a detailed analysis of a 2D frame structure with a TMD system placed at different levels of the structure in order to evaluate the behaviour of structure for given earthquake ground motions. The results obtained indicate installation of simple frames can decrease the response of the structure during an earthquake and location of TMD is also discussed in detail.
Lateral Response Reduction of Tall Buildings Using Portal Frame as TMD
Lecture Notes in Civil Engineering
Babu, K. Ganesh (Herausgeber:in) / Rao, H. Sudarsana (Herausgeber:in) / Amarnath, Y. (Herausgeber:in) / Chilakalapallii, Raaga Varshita (Autor:in) / Palvai, Priyanka (Autor:in) / kuncham, Eshwar (Autor:in) / Pasupuleti, Venkata Dilip Kumar (Autor:in)
12.01.2020
13 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
A Method for Pre-dimensioning the Reinforced Concrete Portal Frame Piers of Tall Buildings
British Library Conference Proceedings | 2002
|Response of basement wall in tall buildings foundation under lateral loading
Springer Verlag | 2022
|Deflection Behaviour of Portal Frame Buildings
British Library Conference Proceedings | 1994
|Site-Specific Response Spectrum Analysis of Various Wall-Frame Composite Tall Buildings
Springer Verlag | 2023
|