Loading

Seismic Sifting and Design of a Multi-Storeyed Building by Various Materials
C.R Vigneshwar1, S.Needhidashan L2

1C. R Vigneshwar, Department of Civil Engineering, Saveetha School of Engineering, Saveetha University, Chennai (TamilNadu), India.

2S. Needhidashan L, Department of Civil Engineering, Saveetha School of Engineering, Saveetha University, Chennai (TamilNadu), India.

Manuscript received on 05 April 2019 | Revised Manuscript received on 12 April 2019 | Manuscript Published on 26 July 2019 | PP: 284-286 | Volume-8 Issue-6S4 April 2019 | Retrieval Number: F10580486S419/19©BEIESP | DOI: 10.35940/ijitee.F1058.0486S419

Open Access | Editorial and Publishing Policies | Cite | Mendeley | Indexing and Abstracting
© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open-access article under the CC-BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)

Abstract: The principle objective of this project is to analyse and design a multi-storied building [g + 10 (3 dimensional frame)] using staad-pro for different cases like normal building seismic resist building and steel frame building. The design involves load calculations and analysing the whole structure by staad.pro. Staad.pro features a state-of-the-art user interface, analysis and design to visualization and result verification, staad.pro is the professional’s choice. Initially we started with the analysis of simple 2 dimensional frames and manually checked the accuracy of the software with our results. The results proved to be very accurate.

Keywords: Normal Building, Seismic Resist Building, Steel Building, Stadd.pro.
Scope of the Article: Computational Techniques in Civil Engineering