Javascript must be enabled to continue!
A Study of Viscous Dampers for Enhanced Seismic Performance in Reinforced Concrete Multi-Storey Building
View through CrossRef
This study investigates the seismic performance of a nine-storey reinforced concrete building located in Seismic Zone 3, focusing on the effectiveness of viscous dampers in enhancing structural resilience. With increasing seismic risks, the integration of damping systems has become critical for mitigating vibrations and improving building safety. The research evaluates four configurations: a fixed-base building with no dampers, buildings with corner dampers featuring uniform and varying force capacities, and a building with middle dampers. The Equivalent Static Load (ESL) and Response Spectrum study (RSA) methods are used in the ETABS 2021 research to look at important factors such the natural period, storey stiffness, storey drift, storey displacement, and overturning moments. These steps are based on the UBC 97 criteria. The results show that viscous dampers do assist structures stay standing during earthquakes. Buildings with corner dampers that could handle different amounts of stress had a natural period that was 37.5% shorter. This means that they were stiffer and could respond to seismic shocks faster. The storey's stiffness went down by 16.7%, and the periods of overturning went down by 5.7%. This shows that the dampers did a great job of getting rid of energy. Also, the maximum storey displacement and drift were 41.6% and 48.14% lower than in the fixed-base model, respectively. These figures show how important it is to put dampers in the right places, especially at corners where the force capacity changes, to make buildings more resistant to earthquakes. The study's conclusion is that viscous dampers make multi-story structures in moderate seismic zones much safer by making them less likely to break and improving how effectively they perform. This study gives engineers and designers important information that makes them desire to use current dampening technologies in tall buildings to make them safer during earthquakes.
University of Anbar
Title: A Study of Viscous Dampers for Enhanced Seismic Performance in Reinforced Concrete Multi-Storey Building
Description:
This study investigates the seismic performance of a nine-storey reinforced concrete building located in Seismic Zone 3, focusing on the effectiveness of viscous dampers in enhancing structural resilience.
With increasing seismic risks, the integration of damping systems has become critical for mitigating vibrations and improving building safety.
The research evaluates four configurations: a fixed-base building with no dampers, buildings with corner dampers featuring uniform and varying force capacities, and a building with middle dampers.
The Equivalent Static Load (ESL) and Response Spectrum study (RSA) methods are used in the ETABS 2021 research to look at important factors such the natural period, storey stiffness, storey drift, storey displacement, and overturning moments.
These steps are based on the UBC 97 criteria.
The results show that viscous dampers do assist structures stay standing during earthquakes.
Buildings with corner dampers that could handle different amounts of stress had a natural period that was 37.
5% shorter.
This means that they were stiffer and could respond to seismic shocks faster.
The storey's stiffness went down by 16.
7%, and the periods of overturning went down by 5.
7%.
This shows that the dampers did a great job of getting rid of energy.
Also, the maximum storey displacement and drift were 41.
6% and 48.
14% lower than in the fixed-base model, respectively.
These figures show how important it is to put dampers in the right places, especially at corners where the force capacity changes, to make buildings more resistant to earthquakes.
The study's conclusion is that viscous dampers make multi-story structures in moderate seismic zones much safer by making them less likely to break and improving how effectively they perform.
This study gives engineers and designers important information that makes them desire to use current dampening technologies in tall buildings to make them safer during earthquakes.
Related Results
Optimum Location of Soft Storey in Multi-Storeyed Building
Optimum Location of Soft Storey in Multi-Storeyed Building
The present study is focus on 11-storey reinforced concrete buildings to optimize the location of soft storey under seismic zone-v. The plan of building 40m x 40m is considered. In...
The seismic analysis and performance of steel frame with additional low-yield-point steel dampers
The seismic analysis and performance of steel frame with additional low-yield-point steel dampers
This paper describes the seismic performance of a steel frame with additional LYP steel dampers. LYP steel dampers provides passive energy dissipation device in a structure, it als...
A Comparison of Rusunawa A4 IPB Building Storey Shear using Seismic Code of SNI 1726-2002 and SNI 1726-2012
A Comparison of Rusunawa A4 IPB Building Storey Shear using Seismic Code of SNI 1726-2002 and SNI 1726-2012
Indonesia is a high-risk earthquake country. It passed by Pacific Ring of Fire and surrounded by Eurasian, Pacific, Philippines and Indo-Australian plates. Indonesia government has...
Effect of Aspect Ratio on High Rise Structures with Diagrid
Effect of Aspect Ratio on High Rise Structures with Diagrid
Urbanization and population explosion in the present times has led to increase in demand for land and residencies but the availability of land is scare i.e reason a trend has evolv...
Enhancing Seismic Resistance of G+10 MSB by Introducing FVD System
Enhancing Seismic Resistance of G+10 MSB by Introducing FVD System
Abstract
Lateral load resisting systems (LLRS) play a key role in reducing or eliminating the damage of the structure due to the earthquake. The damping system is on...
He found use for reinforced concrete where, it would seem, this material has no place
He found use for reinforced concrete where, it would seem, this material has no place
Introduction. The article is devoted to an employee of the Research Institute of Reinforced Concrete, Doctor of Technical Sciences, Professor I.G. Ludkovsky, a specialist in the fi...
Improvement of seismic performance of ordinary reinforced partially grouted concrete masonry shear walls
Improvement of seismic performance of ordinary reinforced partially grouted concrete masonry shear walls
Reinforced masonry constitutes about 10% of all low-rise construction in the US. Most of these structures are commercial and school buildings. It may also be used for multi-story h...
Study on Diagrid Structural System Used in High Rise Building by Using Etabs
Study on Diagrid Structural System Used in High Rise Building by Using Etabs
Abstract
Now a days. The reinforcement concretes frames are mostly used in the world. With increasing population, the land is scarce and expensive, where the high-rise buil...

