International Research Journal of Engineering and Technology (IRJET)
e-ISSN: 2395-0056
Volume: 10 Issue: 04 | Apr 2023
p-ISSN: 2395-0072
www.irjet.net
STUDY OF PUSHOVER ANALYSIS OF G+10 RCC BUILDING WITH SHEAR WALL Miss.Dipalee Vinayak Jadhav 1, Prof. V.V. NAIR2 1 Student, Civil Engineering Department, P.V.P.I.T. Budhgaon , Sangli , Maharashtra India
2 Professor, Civil Engineering Department, P.V.P.I.T. Budhgaon , Sangli, Maharashtra India
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Abstract - The structure in high seismal areas could also be
and PBSE generally consists of nonlinear static assessment, moreover referred to as pushover assessment. From research viewpoint, whilst PBSE stays in developmental degree in which advanced assessment techniques are being researched.
prone to serve damage. conjointly the high rise structures, it becomes vital to adopt each linear & non-Linear analysis procedure for style of structures. thus considering effects of building during this article used pushover analysis to estimate demand of symmetrical buildings.
1.1 Importance of Shear Wall
Seismic loads takenIS 1893 (part I) victimization ETABS software package is employed model & analyz 10 floor, Building with completely different Position of shear wall. this text also highlights best positioning system of shear wall. conjointly the parameters base shear, storey drift & Story displacements are been evaluated.
Shear Wall must give lateral shear strength to the structure to resist the horizontal earthquake forces, wind forces, and transfer these forces to the foundation. Shear Walls give large stiffness to structure in the direction of their exposure, which reduces the lateral sway of the structure and therefore reduces damage to the structure.
1.INTRODUCTION
1.2 Type of Shear Wall
Design of civil engineering structures is usually based mostly on prescriptive strategies of building codes. Normally, loads on the ones structures are low and result in elastic structural behavior. However, below a sturdy seismic event, a form may additionally clearly be subjected to forces beyond its elastic limit. Although building codes can provide reliable indication of actual average overall performance of man or woman structural elements, it's miles out of their scope to give an explanation for the anticipated average overall performance of a designed form as a whole, below large forces. Several industries consisting of vehicle and aviation, mechanically assemble full-scale prototypes and perform big testing, in advance than manufacturing plenty of identical structures, that have been analyzed and designed with interest of test results. Unfortunately, this option is not available to building corporation as due to the distinctiveness of conventional man or woman buildings, financial device of large-scale production is unachievable. With the deliver of fast computers, so-known as average overall performance based completely seismic engineering (PBSE), in which inelastic structural assessment is mixed with seismic hazard assessment to calculate anticipated seismic average overall performance of a form, has emerge as increasingly greater feasible. With the help of this tool, structural engineers too, no matter the truth that on a laptop and now now not in a lab, may have a examine anticipated average overall performance of any form beneathneath large forces and regulate format accordingly. Nonlinear response statistics assessment is a likely method to calculate structural response beneathneath a strong seismic event. However, due to the large amount of statistics generated in such assessment, it is not considered practical
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Chart -1: Type of Shear Wall.
2. METHODOLOGY The various strategies of understanding the issue are clarified from wording, hypothesis and definition of the models for getting a reasonable outcome at the end.
2.1 Model Analysis General properties of model 1) Length in longitudinal direction – 20 meter. 2) Length in traverse direction – 12 meter. 3) Height of each storey – 3.0 meter. 4) Total height of building – 33.0 meter. 5) Thickness of slab – 100 mm 6) Unit wt of concrete – 25 KN/M3
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