International Research Journal of Engineering and Technology (IRJET)
e-ISSN: 2395-0056
Volume: 09 Issue: 10 | Oct 2022
p-ISSN: 2395-0072
www.irjet.net
EARTHQUAKE RESPONSE ON RESIDENTIAL BUILDING WITH FLOATING COLUMN Rajeshkumar JM1, Mr Vinaya Shekhara T E2 1P.G.Student,
Structural Engineering, Department Civil Engineering, Rao Bahadur Y Mahabaleshwarappa Engineering College, Ballari, Karnataka, India. 2Assistant Professor, Department Civil Engineering, Rao Bahadur Y Mahabaleshwarappa Engineering College, Ballari, Karnataka, India. ---------------------------------------------------------------------***---------------------------------------------------------------------
Abstract -The number of harm-free structures is rapidly
but the move support needs to be reasonable in size (stiffness) and with little redirection.
increasing, and there are a few different types of structures. Shaking dividers or outlines, with or without post-tensioning and a variety of vitality dispersion devices connected to the structure in different ways are among them. If the situation does not change, harm-free constructions will shortly become no more expensive than conventional plans for new structures. Floating column sections are used in a variety of activities, especially on the bottom level, where movable braces are used to provide greater open space. These open areas may be necessary for a gathering corridor or a stopping point, compared to a structure without a floating column the floating column-containing structure exhibits the most displacement, with an increase in the number of stories, there is a displacement rise from lower to higher stories. The amount of lateral displacement increases when the floating column is moved towards higher floors. When the floating column is relocated to higher floors, there is more lateral displacement.
2. OBJECTIVES To ensure safety of building from seismic wave in various zones. To study how composite multistory buildings that are different heights behave To observe the impact of earthquake on building. To determine the best location for a sectioned floating column in multi-story buildings. To evaluate the floating column's critical position in a composite structure.
3. METHODOLOGY
Key Words: AutoCAD 2D, ETABS
3.1Building Configuration
1. INTRODUCTION
The goal of the current study is to analyse and place the floating columns. A single structure of G+10 floor is used in this current study by Using the E tabs 2016 software .the height of each floor will be 4m, the soft soil site condition is assumed in this case study. By linear static method the analysis of structure is done.
A section is a vertical component that begins at the foundation and moves the load heap to the ground. According to building arrangement and site conditions, the term "skimmed floating section" describes a vertical component that, at its lowest point, placed on a pillar, which is a lateral component. Therefore, the loads are transferred to several segmental columns beneath the beam.
SL NO.
Floating column sections are used in a variety of activities, especially on the bottom level, where movable braces are used to provide greater open space. These open areas may be necessary for a gathering corridor or a stopping point. Particularly in earth shudder zones, the exchange braces must be carefully planned and placed point by point. The section is a concentrated attack against the pillar that supports it. The portion usually becomes trapped at the bottom and is employed a force applied at a single infinitesimal on the exchange pillar as a result. This kind of structure may be examined using STAAD Pro, ETABS, or SAP2000. Gravity stacking is possible with gliding segments,
© 2022, IRJET
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Impact Factor value: 7.529
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PARAMETERS
01
No. of Stories
G+10 storied
02
Height of each story
4.26m
03
Software used
ETABS 2016
04
Analysis
05
Soil Medium
Linear Method Soft Soil
06
Zone for Analysis
Zone V
07
Seismic Factor
0.36
ISO 9001:2008 Certified Journal
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Static
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