Search engine for discovering works of Art, research articles, and books related to Art and Culture
ShareThis
Javascript must be enabled to continue!

Action of liquid tune mass dampers and base isolation in high rise buildings

View through CrossRef
In areas where earthquakes are common, high-rise structure seismic resistance is a major concern. The purpose of this research is to determine whether base isolation and liquid tuned mass dampers (LTMDs) can improve tall building seismic performance. A symmetrical G+8 story RCC structure in Zone V with medium grade soil is analyzed using ETABS software, Response Spectrum Analysis, and Equivalent Static Analysis to see how the structure behaves under different load combinations. For various structural configure rations, including basic models, models with water tanks, and models with base isolation, key factors such joint displacement, storey drift, base shear, and time period are evaluated. The results show that as compared to baseline models, models with damping and isolation systems exhibit much lower joint displacements, base shear forces, and story drift. In particular, base isolation models perform better in terms of reducing structural deformations and resisting lateral forces. Furthermore, shorter time periods and higher frequencies are routinely observed in base isolated models, suggesting enhanced dynamic response and energy dissipation capabilities. The paper also covers the flexibility and benefits of using LTMDs and base isolation to reduce seismic threats. Buildings can be successfully separated from ground motion by base isolation systems, and dynamic response can be countered by LTMDs using regulated liquid sloshing. The attraction of LTMDs in improving overall stability is increased by their adaptability in minimizing torsional and lateral vibrations. The study concludes by emphasizing how crucial it is to use cutting-edge structural retrofitting methods, including base isolation and LTMDs, to improve the seismic resistance of high-rise structures. In earthquake-prone areas, engineers and legislators may proactively protect tall buildings and guarantee a safer, more robust built environment by incorporating these technologies into construction standards and design procedures.
Title: Action of liquid tune mass dampers and base isolation in high rise buildings
Description:
In areas where earthquakes are common, high-rise structure seismic resistance is a major concern.
The purpose of this research is to determine whether base isolation and liquid tuned mass dampers (LTMDs) can improve tall building seismic performance.
A symmetrical G+8 story RCC structure in Zone V with medium grade soil is analyzed using ETABS software, Response Spectrum Analysis, and Equivalent Static Analysis to see how the structure behaves under different load combinations.
For various structural configure rations, including basic models, models with water tanks, and models with base isolation, key factors such joint displacement, storey drift, base shear, and time period are evaluated.
The results show that as compared to baseline models, models with damping and isolation systems exhibit much lower joint displacements, base shear forces, and story drift.
In particular, base isolation models perform better in terms of reducing structural deformations and resisting lateral forces.
Furthermore, shorter time periods and higher frequencies are routinely observed in base isolated models, suggesting enhanced dynamic response and energy dissipation capabilities.
The paper also covers the flexibility and benefits of using LTMDs and base isolation to reduce seismic threats.
Buildings can be successfully separated from ground motion by base isolation systems, and dynamic response can be countered by LTMDs using regulated liquid sloshing.
The attraction of LTMDs in improving overall stability is increased by their adaptability in minimizing torsional and lateral vibrations.
The study concludes by emphasizing how crucial it is to use cutting-edge structural retrofitting methods, including base isolation and LTMDs, to improve the seismic resistance of high-rise structures.
In earthquake-prone areas, engineers and legislators may proactively protect tall buildings and guarantee a safer, more robust built environment by incorporating these technologies into construction standards and design procedures.

Related Results

Breast Carcinoma within Fibroadenoma: A Systematic Review
Breast Carcinoma within Fibroadenoma: A Systematic Review
Abstract Introduction Fibroadenoma is the most common benign breast lesion; however, it carries a potential risk of malignant transformation. This systematic review provides an ove...
Livability of High-Rise Districts - Case Study of West Bay in Doha
Livability of High-Rise Districts - Case Study of West Bay in Doha
Doha, the capital of the state of Qatar, is a small Gulf city that grew as a port settlement on pearling and fishing activities. Since the mid-seventies, Doha has begun the process...
Desmoid-Type Fibromatosis of The Breast: A Case Series
Desmoid-Type Fibromatosis of The Breast: A Case Series
Abstract IntroductionDesmoid-type fibromatosis (DTF), also called aggressive fibromatosis, is a rare, benign, locally aggressive condition. Mammary DTF originates from fibroblasts ...
Comparative assessment of environmental and post- occupancy evaluation of green buildings vs conventional buildings
Comparative assessment of environmental and post- occupancy evaluation of green buildings vs conventional buildings
Due to increasing office space demand and rising rental rates, stakeholders seek cost-effective alternatives that align with sustainability goals. Therefore, green building offers ...
COMPARATIVE STUDY OF EIGHT METALLIC YIELDING DAMPERS
COMPARATIVE STUDY OF EIGHT METALLIC YIELDING DAMPERS
The seismic resistance of structures can be enhanced by using passive energy dissipation devices in order to dissipate earthquake energy. One of these devices is metallic yielding ...
Multiobjective Optimal Control of Longitudinal Seismic Response of a Multitower Cable-Stayed Bridge
Multiobjective Optimal Control of Longitudinal Seismic Response of a Multitower Cable-Stayed Bridge
The dynamic behavior of a multitower cable-stayed bridge with the application of partially longitudinal constraint system using viscous fluid dampers under real earthquake ground m...
Earthquake Vulnerability Assessment of High-Rise Buildings in Surabaya using RViSITS Android Application
Earthquake Vulnerability Assessment of High-Rise Buildings in Surabaya using RViSITS Android Application
Abstract This article presents about vulnerability assessment of high-rise building in Surabaya, the second largest city in Indonesia. In 2007, the Earthquake Nation...
In vitro development of mechanically and enzymatically isolated cat ovarian follicles
In vitro development of mechanically and enzymatically isolated cat ovarian follicles
Graphical Abstract Isolation of ovarian follicles is a key step in culture systems for large mammalian species to promote the continued growth of follicles beyond the preantral st...

Back to Top