International Research Journal of Engineering and Technology (IRJET)
e-ISSN: 2395-0056
Volume: 11 Issue: 04 | Apr 2024
p-ISSN: 2395-0072
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EFFECT OF THE LATERAL FORCE ON THE SPECIAL MOMENT RESISTING FRAME STRUCTURE IN THE VARIOUS TYPES OF SOIL TYPE ACCORDING TO IS 1893 PART-1:2016 Rishikesh Tiwari1, Mr. Ushendra Kumar2 1Master of Technology, Civil Engineering, Lucknow Institute of Technology, Lucknow, India 2Head of Department, Department of Civil Engineering, Lucknow Institute of Technology, Lucknow, India
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Abstract - Throughout our research paper, we have
of reinforced concrete. Throughout the 20th century, the popularity of RC frame structures soared, driven by their adaptability to various architectural styles and the evergrowing demand for urban infrastructure. Today, these structures continue to shape skylines worldwide, embodying a legacy of innovation and resilience. However, as the industry confronts sustainability challenges and seismic risks, ongoing research and innovation are essential to ensure the continued evolution of reinforced concrete construction.
delved into the intricacies of the Special Moment Resisting Frame of the RC Structure in varying soil conditions namely soft soil (type-1), medium soil (type-2), and hard soil (type-3). In order to accurately assess each type of soil, we utilized RC structures with the same cross-section of beam, column, and slab made from different grades of concrete, including M25 and M30 Concrete. These structures were then placed in various types of soil in order to analyze their stability using the Time History Method through the ETABS Software. To ensure accuracy and consistency throughout our research, several Indian Standard Codes were implemented such as IS 875 Part (IS Code for Dead Load), IS 875 part-2 (IS Code for Imposed load), and IS 1893 part-1: 2016 (IS code used for Seismic Analysis). By studying three different models under various parameters - including Base Shear, period, storey overturning moment, and maximum storey displacement we are able to gain valuable insight into the stability and resilience of the RC Structure in different types of soil.
Key Words: ETABS, RC Frame, SMRF, Soft, Medium, and Hard Soil, Lateral Force.
1.HISTORY The Reinforced Concrete (RC) frame structure emerged as a pivotal advancement in construction history, catalyzing a shift in architectural possibilities and engineering practices. Originating in the late 19th and early 20th centuries, its development intersected with the burgeoning exploration of concrete's potential as a structural material. François Coignet and Joseph Monier stand out as early pioneers, experimenting with combinations of concrete and reinforcing materials like steel. However, it was the refinement of structural systems, particularly the RC frame structure, that truly revolutionized construction methods. This innovative approach, characterized by a framework of reinforced concrete columns and beams, offered unparalleled advantages over traditional building systems. The iconic Ingalls Building in Cincinnati, completed in 1903, exemplified the transformative power of this new construction technique. Its ten stories stood as a testament to the strength, durability, and design flexibility
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Figure-01: First RC Frame Structure (Skyscraper)
2. REINFORCED CONCRETE STRUCTURE A reinforced concrete frame structure is a versatile and robust system widely employed in construction, featuring a framework comprised of reinforced concrete columns and beams. Columns, serving as vertical load-bearing elements, transmit the structure's weight to the foundation, while beams, arranged horizontally between columns, distribute loads from floors and roofs. Reinforcement, typically steel bars embedded within the concrete, enhances its tensile strength, crucial for withstanding bending and tension forces. This combination of concrete and steel forms the primary structural elements, offering substantial compressive strength and resistance to deformation. Connections at
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