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A Research on to Study the Seismic Behaviour of a Multi-Storey Building with RC Moment Resistance Frame and Shear Wall

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A Research on to Study the Seismic Behaviour of a Multi-Storey Building with RC Moment Resistance Frame and Shear Wall


Govardhan Lal Verma | Rajdeep Singh



Govardhan Lal Verma | Rajdeep Singh "A Research on to Study the Seismic Behaviour of a Multi-Storey Building with RC Moment Resistance Frame and Shear Wall" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-5, August 2020, pp.1377-1381, URL: https://www.ijtsrd.com/papers/ijtsrd33152.pdf

Seismic analysis plays a important role in the engineering structure, after the major earthquake that is Kashmir earthquake (2005) and Gujarat earthquake (2001), there is a attention about the vulnerability assessment of earthquake on the structure. Generally, after the Gujarat earthquake it was seen that the building was failed because of the soft-story behavior. When the seismic waves are produce or we can say that when the seismic waves are strikes to the any building, the reduction in lateral stiffness takes place and thus the mass in the ground floor results the higher stress in vertical member under seismic load. To overcome this effect moment resistant frame STORY used.Moment resistant frame is a assemblage of columns and beams in the rectilinear form. In the M.R frames beams are rigidly connected by the columns. After these earthquake the Indian Standard codes was revised that is IS 1893 in IS 2002.In the present study we use the MR frames for overcome the effect of the earthquake and the building is modeled in the software named as “Resist”. In this study we will also discuss about the wind load on the building.The moment resistant frames are used commonly to resist the lateral loads (seismic load). The moment resistant frames are of two types which are:-1. Ordinary Moment Resistant Frames.2. Special Moment Resistant Frames.The SMRF are used in the high vulnerable area or zone for providing the ductile behavior. The response factor for the SMRF is about 5. The aim of the study is to analysis the building with moment resistant frame for earthquake and for the wind loads and gives the results.

Sugarcane Bagasse Ash, Workability, Compressive Strength, Compaction Factor, Slump Test


IJTSRD33152
Volume-4 | Issue-5, August 2020
1377-1381
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)

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.

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