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Impact of Seismic load on Pier Forces in Different Type of RC Shear Walls in Concrete Frame Structures With Different Type of Soil Condition

Dr. Mahdi Hosseini
Dr. Mahdi Hosseini * § Department of Civil Engineering, Ph.D., M.Tech., B.Engg., Jawaharlal Nehru Technological University Hyderabad, Telangana, India
§ Jawaharlal Nehru Technological University Hyderabad

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Impact of Seismic load on Pier Forces in Different Type of RC Shear Walls in Concrete Frame Structures With Different Type of Soil Condition

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Abstract

Shear walls are a type of structural system that provides lateral resistance to a building or structure. They resist in-plane loads that are applied along its height. The applied load is generally transferred to the wall by a diaphragm or collector or drag member. Shear walls are analyzed to resist two types of forces: shear forces and uplift forces. Shear forces are created throughout the height of the wall between the top and bottom shear wall connections. Uplift forces exist on shear walls because the horizontal forces are applied to the top of the wall. These uplift forces try to lift up one end of the wall and push the other end down. In some cases, the uplift force is large enough to tip the wall over. Shear walls are analyzed to the provide necessary lateral strength to resist horizontal forces.

References

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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

Dr. Mahdi Hosseini. 2018. "Impact of Seismic load on Pier Forces in Different Type of RC Shear Walls in Concrete Frame Structures With Different Type of Soil Condition". Global Journal of Research in Engineering - E: Civil & Structural GJRE-E Volume 17 (GJRE Volume 17 Issue E4).

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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: 290899
Version of record

v1.2

Issue date
January 19, 2018

Language
English
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Impact of Seismic load on Pier Forces in Different Type of RC Shear Walls in Concrete Frame Structures With Different Type of Soil Condition

Mahdi Hosseini
Mahdi Hosseini Jawaharlal Nehru Technological University Hyderabad