Peak and Cumulative Response of Reinforced Concrete Frames with Steel Damper Columns under Seismic Sequences
The steel damper column is an energy-dissipating member that is suitable for reinforced concrete (RC) buildings and those used for multistory housing in particular. However, the effectiveness of steel damper columns may be affected by the behavior of surrounding members, and this effect can be sever...
Main Author: | Kenji Fujii |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2022-02-01
|
Series: | Buildings |
Subjects: | |
Online Access: | https://www.mdpi.com/2075-5309/12/3/275 |
Similar Items
-
Energy-Based Prediction of the Peak and Cumulative Response of a Reinforced Concrete Building with Steel Damper Columns
by: Kenji Fujii, et al.
Published: (2023-02-01) -
Seismic Evaluation of Deficient Reinforced Concrete Weak Beam-Column Joint Frames
by: Muhammad Rizwan, et al.
Published: (2020-12-01) -
A Simple and Effective Method to Evaluate Seismic Maximum Floor Velocities for Steel-Framed Structures with Supplementary Dampers
by: Alexia Kosmidou, et al.
Published: (2023-10-01) -
Seismic Response Study of L-Shaped Frame Structure with Magnetorheological Dampers
by: Jiangtao You, et al.
Published: (2022-06-01) -
Analytical Assessment of Reinforced Concrete Frames Equipped with TADAS Dampers
by: Mohammad Hossein Saghafi, et al.
Published: (2019-05-01)