Comparative Analysis & Design of Regular & Irregular Building & its Behaviour at Different Earthquake Zone by Using Etabs & Rcdc Software

Sayali Pradeep Rote; Manoj Bharat Kamble; Vedantee Prasad Shukla

Title:
Comparative Analysis & Design of Regular & Irregular Building & its Behaviour at Different Earthquake Zone by Using Etabs & Rcdc Software

Authors:
Vedantee Prasad Shukla | Sayali Pradeep Rote | Manoj Bharat Kamble
DOI:
https://doi.org/10.31142/ijtsrd14539

Cite This Article :

Vedantee Prasad Shukla | Sayali Pradeep Rote | Manoj Bharat Kamble "Comparative Analysis & Design of Regular & Irregular Building & its Behaviour at Different Earthquake Zone by Using Etabs & Rcdc Software" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-2 | Issue-4, June 2018, pp.1955-1959, URL: https://www.ijtsrd.com/papers/ijtsrd14539.pdf

Download

Abstract :
In civil structure static analysis is perform for R.C.C frame regular and irregular building upto G+15 storey by using “Response Spectrum Method”. The problems introduced due to discontinuity in stiffness, mass and geometry of structure.IS codes are used for design of various civil engineering structures and their specification. These elements are designed by using software ETABS. And consider seismic load and wind load. For load combination use code IS 1893:2002. Irregular building is compared in all four zones. The designing has been carried out in ETABS software (software that deals with analysing and designing of structures. This software is easy to understand for user). All the building structure and modelled analysed and then designed for all four zones. All model are analysis in ETABS software and design in RCDC software and their results are obtained in all seismic zones. The base shear force, volume of concrete, weight of steel and cost effectiveness have been calculated to depict all the differences in structure behaviour when analysed and design in all four zones by using ETABS and RCDC software.

Keywords :
Static analysis, base shear, time period, storey drift

Publication Details:

Unique Identification Number : IJTSRD14539

Published In : Volume-2 | Issue-4, June 2018

Page Number(s) : 1955-1959

Publisher Name : IJTSRD | www.ijtsrd.com | E-ISSN 2456-6470

Copyright © 2019 by author(s) and International Journal of Trend in Scientific Research and Development Journal. This is an Open Access article distributed under the terms of the Creative Commons Attribution License (CC BY 4.0) (http://creativecommons.org/licenses/by/4.0)

About IJTSRD
Indexing

International Journal of Trend in Scientific Research and Development - IJTSRD having online ISSN 2456-6470. IJTSRD is a leading Open Access, Peer-Reviewed International Journal which provides rapid publication of your research articles and aims to promote the theory and practice along with knowledge sharing between researchers, developers, engineers, students, and practitioners working in and around the world in many areas like Sciences, Technology, Innovation, Engineering, Agriculture, Management and many more and it is recommended by all Universities, review articles and short communications in all subjects. IJTSRD running an International Journal who are proving quality publication of peer reviewed and refereed international journals from diverse fields that emphasizes new research, development and their applications. IJTSRD provides an online access to exchange your research work, technical notes & surveying results among professionals throughout the world in e-journals. IJTSRD is a fastest growing and dynamic professional organization. The aim of this organization is to provide access not only to world class research resources, but through its professionals aim to bring in a significant transformation in the real of open access journals and online publishing.