Seismic Performance of an Efficient Scissor-Jack-Damper Configuration
Energy-dissipating or damping systems have been widely used in new and retrofitted structures for reducing earthquake damage to structural frames. Most damping devices were installed using diagonal or chevronbrace configurations, until the development of toggle-brace and scissor-jack configurations....
Saved in:
Main Authors: | Lihua Zhu, Pengyu Guo, Chenglong Hua, Shiyu Shan |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2020-01-01
|
Series: | Shock and Vibration |
Online Access: | http://dx.doi.org/10.1155/2020/2403640 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Seismic Performance Evaluation of Building-Damper System under Near-Fault Earthquake
by: Xiaoli Wu, et al.
Published: (2020-01-01) -
Evaluation of Seismic Performance and Effectiveness of Multiple Slim-Type Damper System for Seismic Response Control of Building Structures
by: David Kim, et al.
Published: (2014-01-01) -
Seismic Response of Torsionally Coupled System with Magnetorheological Dampers
by: Snehal V. Mevada, et al.
Published: (2012-01-01) -
Design and Fabrication of Hydraulic Scissor Lift Platform.
by: Muhindo, Boneface
Published: (2023) -
Design and Fabrication of Hydraulic Scissor Lift Platform.
by: Muhindo, Boneface
Published: (2023)