Methodology to minimize the dynamic response of tall buildings under wind load controlled through semi-active magneto-rheological dampers
This paper proposes a methodology to evaluate and optimize the dynamic response of tall buildings under wind loading, controlled through semi-active Magneto-Rheological dampers (MR dampers). For this, a tall building, modeled as a 2D frame, is taken as case study and three structural control configu...
Saved in:
| Main Authors: | Alex Koch de Almeida, Francisco da Silva Brand�o, Let�cia Fleck Fadel Miguel |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Gruppo Italiano Frattura
2024-07-01
|
| Series: | Fracture and Structural Integrity |
| Subjects: | |
| Online Access: | https://www.fracturae.com/index.php/fis/article/view/4821/4038 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Structural Reliability of Tall Buildings Under Wind Loads with Tuned Mass Damper Fluid Inerters
by: Cáelán McEvoy, et al.
Published: (2025-05-01) -
Study on Magneto-rheological Damper Control of the Gear System Shafting Vibration
by: Wang Kai, et al.
Published: (2015-01-01) -
Design and Test of a Magnetorheological Damper of a Multi-Layered Permanent Magnet
by: Fang Chen, et al.
Published: (2025-05-01) -
Seismic Performance of Tall-Pier Girder Bridge with Novel Transverse Steel Dampers Under Near-Fault Ground Motions
by: Ziang Pan, et al.
Published: (2025-07-01) -
Development of single and multi-coil MR damper subjected to cyclic loading for structural vibration control
by: Daniel Cruze, et al.
Published: (2024-01-01)