Comparative Analysis between Different Commonly used Lateral Load Resisting Systems in Reinforced Concrete Buildings

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Owais Rasool
Owais Rasool
σ
Rasool.Owais
Rasool.Owais
ρ
Tantray. Manzoor Ahmad
Tantray. Manzoor Ahmad
α National Institute of Technology Srinagar

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Comparative Analysis between Different Commonly used Lateral Load Resisting Systems in Reinforced Concrete Buildings

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Abstract

The concept of tall structures is not new to the world, yet the trend of high-rise construction started in the nineteenth century. High-rise or multi-storey buildings are being constructed either to cater for a growing population or as a landmark to boost a country’s name and get recognition. Any structure, to be reliable and durable, must be designed to withstand gravity, wind, earthquakes, equipment and snow loads, to be able to resist high or low temperatures, and to assimilate vibrations and absorb noises. This has brought more challenges for the engineers to cater both gravity loads as well as lateral loads. Earlier buildings were designed for the gravity loads but now, because of height and seismic zone, the engineers have taken care of lateral loads due to earthquake and wind forces. Seismic zone plays an important role in the earthquake resistant design of building structures because the zone factor changes as the seismic intensity changes from low to very severe. In present research we have used square grid of 12m in each direction of 4m bay in each direction in seismic zone 5.Software used is Staad proV8i select series 5 and the work has been carried out for the different cases with lateral load resisting systems like Shear wall, Bracing, Moment Resisting Frames and check their efficiency by comparing nodal displacements, relative displacement of beams, maximum moments and shear forces in beams and thereby predicting their efficiency.

References

5 Cites in Article
  1. Unknown Title.
  2. Distribution of Forces in Lateral Load Resisting system www.
  3. C C (null). Strategy International Journal of Middle East Research.
  4. Atae Aghdam,Jason Watson,Hasti Ziaimatin (2018). Online Value Co-Creation in the Healthcare Service Ecosystem: A Review.
  5. Ductile Detailing Of Rcc Structures (1993). Unknown Title.

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

Owais Rasool. 2016. \u201cComparative Analysis between Different Commonly used Lateral Load Resisting Systems in Reinforced Concrete Buildings\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: 090506, 090599
Version of record

v1.2

Issue date

March 12, 2016

Language
en
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The concept of tall structures is not new to the world, yet the trend of high-rise construction started in the nineteenth century. High-rise or multi-storey buildings are being constructed either to cater for a growing population or as a landmark to boost a country’s name and get recognition. Any structure, to be reliable and durable, must be designed to withstand gravity, wind, earthquakes, equipment and snow loads, to be able to resist high or low temperatures, and to assimilate vibrations and absorb noises. This has brought more challenges for the engineers to cater both gravity loads as well as lateral loads. Earlier buildings were designed for the gravity loads but now, because of height and seismic zone, the engineers have taken care of lateral loads due to earthquake and wind forces. Seismic zone plays an important role in the earthquake resistant design of building structures because the zone factor changes as the seismic intensity changes from low to very severe. In present research we have used square grid of 12m in each direction of 4m bay in each direction in seismic zone 5.Software used is Staad proV8i select series 5 and the work has been carried out for the different cases with lateral load resisting systems like Shear wall, Bracing, Moment Resisting Frames and check their efficiency by comparing nodal displacements, relative displacement of beams, maximum moments and shear forces in beams and thereby predicting their efficiency.

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Comparative Analysis between Different Commonly used Lateral Load Resisting Systems in Reinforced Concrete Buildings

Rasool.Owais
Rasool.Owais
Tantray. Manzoor Ahmad
Tantray. Manzoor Ahmad

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