Seismic Evaluation of Multi Storey RC Buildings with and Without Fluid Viscous Dampers

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A. Ravitheja
A. Ravitheja
α Jawaharlal Nehru Technological University Anantapur Jawaharlal Nehru Technological University Anantapur

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Seismic Evaluation of Multi Storey RC Buildings with and Without Fluid Viscous Dampers

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Abstract

Earthquakes are one of the most destructive of natural hazards. Earthquake occurs due to sudden transient motion of the ground as a result of release of energy in a matter of few seconds. These recent events remind us of the vulnerability of our society to natural hazards. The protection of civil structures, including material content and human occupants is, without doubt, a worldwide priority. The challenge of structural engineers is to develop safer civil structures to better withstand these natural hazards. In the present study reinforced concrete moment resisting frame building of G+20 are considered. The building is considered to be located in the seismic zone (v) and intended for commercial purpose. Model-I Building without dampers, Model-II -Building with dampers. The building of G+20 has been modeled by providing with and without damper providing all parameters using S A P 2 0 0 0 software. Results show that using fluid viscous dampers to building can effectively reduce the building responses by selecting optimum damping coefficient i.e. when the building is connected to the fluid viscous dampers (FVD) can control both displacements and accelerations of the building. Further damper at appropriate locations can significantly reduce the earthquake response.

References

9 Cites in Article
  1. M Constantinou,P Tsopelas,W Hammel,A Sigaher (2001). Toggle-brace-damper seismic energy dissipation systems.
  2. A Şigaher,M Constantinou (2003). Scissor-Jack-Damper energy dissipation system.
  3. K Jinkoo,B Sunghyuk (2002). Optimum distribution of added viscoelastic dampers for mitigation of torsional responses of plan-wise asymmetric structures.
  4. Murat Dicleli,Anshu Mehta (2007). Seismic performance of chevron braced steel frames with and without viscous fluid dampers as a function of ground motion and damper characteristics.
  5. C Lap-Loi,W Lai-Yun,H Hsu-Hui,C Chung-Hsin,L Kuan-Hua (2009). Optimal design theories of tuned mass dampers with nonlinear viscous damping.
  6. C Providakis (2008). Effect of LRB isolators and supplemental viscous dampers on seismic isolated buildings under near-fault excitations.
  7. S Huangsheng,C Linuo (2011). Connecting Parameter Study on Adjacent Structures Linked by Dampers.
  8. V Sadeghi Balkanlou,M Bagerzadeh Karimi,B Azar,Alaeddin Behravesh (2013). A Review of half-car model vibration system using Magneto rheological Dampers.
  9. R Raveesh,T S Sahana (2014). Effect of Tuned Mass Dampers on Multistorey RC Framed Structures.

Funding

No external funding was declared for this work.

Conflict of Interest

The authors declare no conflict of interest.

Ethical Approval

No ethics committee approval was required for this article type.

Data Availability

Not applicable for this article.

How to Cite This Article

A. Ravitheja. 2016. \u201cSeismic Evaluation of Multi Storey RC Buildings with and Without Fluid Viscous Dampers\u201d. Global Journal of Research in Engineering - E: Civil & Structural GJRE-E Volume 16 (GJRE Volume 16 Issue E1): .

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Journal Specifications

Crossref Journal DOI 10.17406/gjre

Print ISSN 0975-5861

e-ISSN 2249-4596

Keywords
Classification
GJRE-E Classification: FOR Code: 290801
Version of record

v1.2

Issue date

March 12, 2016

Language
en
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Earthquakes are one of the most destructive of natural hazards. Earthquake occurs due to sudden transient motion of the ground as a result of release of energy in a matter of few seconds. These recent events remind us of the vulnerability of our society to natural hazards. The protection of civil structures, including material content and human occupants is, without doubt, a worldwide priority. The challenge of structural engineers is to develop safer civil structures to better withstand these natural hazards. In the present study reinforced concrete moment resisting frame building of G+20 are considered. The building is considered to be located in the seismic zone (v) and intended for commercial purpose. Model-I Building without dampers, Model-II -Building with dampers. The building of G+20 has been modeled by providing with and without damper providing all parameters using S A P 2 0 0 0 software. Results show that using fluid viscous dampers to building can effectively reduce the building responses by selecting optimum damping coefficient i.e. when the building is connected to the fluid viscous dampers (FVD) can control both displacements and accelerations of the building. Further damper at appropriate locations can significantly reduce the earthquake response.

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Seismic Evaluation of Multi Storey RC Buildings with and Without Fluid Viscous Dampers

A. Ravitheja
A. Ravitheja Jawaharlal Nehru Technological University Anantapur

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