Study the Impact of the Drift (Lateral Deflection) of the Tall Buildings Due to Seismic Load in Concrete Frame Structures With Different Type of RC Shear Walls

Study the Impact of the Drift (Lateral Deflection) of the Tall Buildings Due to Seismic Load in Concrete Frame Structures With Different Type of RC Shear Walls

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

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Prof.N.V.Ramana Rao

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Nanjing Forestry University

Study the Impact of the Drift (Lateral Deflection) of the Tall Buildings Due to Seismic Load in Concrete Frame Structures With Different Type of RC Shear Walls

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Abstract

Story Drift is defined as the difference in lateral deflection between two adjacent stories. Lateral deflection and drift have three effects on a structure; the movement can affect the structural elements (such as beams and columns); the movements can affect non-structural elements (such as the windows and cladding); and the movements can affect adjacent structures. Without proper consideration during the design process, large deflections and drifts can have adverse effects on structural elements, nonstructural elements, and adjacent structures. Drift problem as the horizontal displacement of all tall buildings is one of the most serious issues in tall building design, relating to the dynamic characteristics of the building during earthquakes and strong winds. Drift shall be caused by the accumulated deformations of each member, such as a beam, column and shear wall. lateral forces due to wind or seismic loading must be considered for tall building design along with gravity forces vertical loads. Tall and slender buildings are strongly wind sensitive and wind forces are applied to the exposed surfaces of the building, whereas seismic forces are inertial (body forces), which result from the distortion of the ground and the inertial resistance of the building.

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Funding

No external funding was declared for this work.

Conflict of Interest

The authors declare no conflict of interest.

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No ethics committee approval was required for this article type.

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How to Cite This Article

Mahdi Hosseini. 2018. \u201cStudy the Impact of the Drift (Lateral Deflection) of the Tall Buildings Due to Seismic Load in Concrete Frame Structures With Different Type of RC Shear Walls\u201d. Global Journal of Research in Engineering - E: Civil & Structural GJRE-E Volume 18 (GJRE Volume 18 Issue E1): .

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GJRE Volume 18 Issue E1
Pg. 59- 83

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Journal Specifications

Crossref Journal DOI 10.17406/gjre

Print ISSN 0975-5861

e-ISSN 2249-4596

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GJRE-E Classification: FOR Code: 090599

Submission ReceivedDecember 10, 2017
Peer Review Double Blind
Handling Editor
Accepted January 3, 2018
Published January 15, 2018

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July 4, 2018

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Total Score: 132

Country: China

Subject: Global Journal of Research in Engineering - E: Civil & Structural

Authors: Mahdi Hosseini, Prof.N.V.Ramana Rao (PhD/Dr. count: 0)

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