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Published in:

Volume 10 Issue 4
April-2023
eISSN: 2349-5162

UGC and ISSN approved 7.95 impact factor UGC Approved Journal no 63975

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Published Paper ID:
JETIR2304B36


Registration ID:
514021

Page Number

l227-l236

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Title

STRUCTURE DESIGN OF SHARE WALLS IN A BUILDING

Abstract

Reinforced concrete shear walls are critical components in the lateral resistance of buildings subjected to seismic and wind loads. The structural design of reinforced concrete shear walls involves determining the appropriate wall thickness, reinforcement detailing, and boundary conditions to ensure adequate strength, stiffness, and ductility. The design process typically involves modelling the wall as a series of elements subject to different types of loading, including axial forces, shear forces, and bending moments. Various design codes and standards provide guidelines for selecting appropriate materials, design loads, and structural detailing. The use of advanced analysis techniques such as finite element modelling and performance-based design can improve the accuracy and efficiency of the design process. The proper design of reinforced concrete shear walls is essential to ensure the safety and performance of structures subjected to lateral loads. Additionally, the design of reinforced concrete shear walls must take into consideration the possible occurrence of earthquakes, windstorms, and other natural hazards. This requires an assessment of the seismic and wind loads on the structure, as well as the soil conditions and the geometry of the building. The design must also account for the potential for progressive collapse, which is the failure of a structure due to the local failure of a component or member. The selection of appropriate reinforcement detailing is critical to ensure the ductility and strength of the shear wall under extreme loading conditions. This includes the use of proper anchorage, development length, and detailing of reinforcement in critical sections such as the wall base and wall corners. The design of boundary conditions and connections to the rest of the structure is also crucial to ensure that the shear wall can effectively transfer lateral loads to the foundation. Overall, the design of reinforced concrete shear walls requires a thorough understanding of structural mechanics, material properties, and building codes and standards. The use of advanced analysis and design techniques can improve the accuracy and efficiency of the design process and ultimately lead to safer and more resilient structures. The construction of reinforced concrete shear walls involves several steps, including formwork erection, reinforcement placement, and concrete placement. The formwork is typically constructed using wood, steel, or other materials to create the desired shape and dimensions of the wall. The reinforcement is then placed in the formwork in accordance with the design drawings and specifications. This includes the placement of longitudinal bars, stirrups, and ties in the appropriate locations and configurations. Once the reinforcement is in place, the concrete is placed and consolidated to ensure proper bonding between the reinforcement and the concrete. During construction, it is important to ensure that the wall is properly braced and supported to prevent damage from lateral and vertical loads. This may involve the use of temporary bracing or shoring until the wall is fully cured and able to support its own weight. After the wall is constructed, it is important to perform quality control and quality assurance checks to ensure that the wall meets the design specifications and requirements. This includes checking the wall dimensions, reinforcement placement, concrete strength, and other critical parameters. Any defects or deficiencies must be identified and addressed before the wall is put into service. In summary, the design and construction of reinforced concrete shear walls is a complex process that requires careful attention to detail and a thorough understanding of structural mechanics, materials, and construction techniques. The proper design and construction of these critical components are essential to ensuring the safety and performance of structures subjected to lateral loads.

Key Words

Abstract Introduction Problem statement Calculate the following: Solution 1.Seismic weight of the building: 2.Base shear: 3.Design axial load on each shear wall: 4. Shear strength requirement of each shear wall: 5.Required horizontal and vertical reinforcement for each shear wall 6.General requirements for a shear wall: 7.Shear strength requirement: 8.Horizontal shear reinforcement: 9.Vertical shear reinforcement: 10.Check for flexural strength: 11.Moment of resistance of rectangular shear wall section: 12.Check on boundary element: 13.Design of boundary element: 14.Additional information on shear walls: 14.1General requirements for a shear wall: 14.2Shear strength requirement: 14.3Horizontal shear reinforcement: 14.4Vertical shear reinforcement: 14.5Check for flexural strength: REFERENCES

Cite This Article

"STRUCTURE DESIGN OF SHARE WALLS IN A BUILDING", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.10, Issue 4, page no.l227-l236, April-2023, Available :http://www.jetir.org/papers/JETIR2304B36.pdf

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2349-5162 | Impact Factor 7.95 Calculate by Google Scholar

An International Scholarly Open Access Journal, Peer-Reviewed, Refereed Journal Impact Factor 7.95 Calculate by Google Scholar and Semantic Scholar | AI-Powered Research Tool, Multidisciplinary, Monthly, Multilanguage Journal Indexing in All Major Database & Metadata, Citation Generator

Cite This Article

"STRUCTURE DESIGN OF SHARE WALLS IN A BUILDING", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.10, Issue 4, page no. ppl227-l236, April-2023, Available at : http://www.jetir.org/papers/JETIR2304B36.pdf

Publication Details

Published Paper ID: JETIR2304B36
Registration ID: 514021
Published In: Volume 10 | Issue 4 | Year April-2023
DOI (Digital Object Identifier):
Page No: l227-l236
Country: dehradun, uttarakhand, India .
Area: Engineering
ISSN Number: 2349-5162
Publisher: IJ Publication


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