Comparative Study on The Analysis Results of Multi-Storeyed Commercial Building (G+12) by Using Staad.Pro and ETABS

Author:

Reddy K. Harshavardhana1,Rafi D. Mohammed1,Ramachandrudu C.2

Affiliation:

1. M.Tech Scholar, St.Mark Educational Institution Society Group of Institutions, Anantapur, Andhra Pradesh, India

2. Assistant Professor, *3Professor, Civil Engineering Department, Chiranjeevi Reddy Institute of Engineering & Technology, Anantapur, Andhra Pradesh, India

Abstract

Structural Analysis is a branch which involves in the determination of behavior of structures in order to predict the responses of real structures such as buildings, bridges, trusses etc. Under the improvement of expected loading & external environment during the service life of structure. The results of analysis are used to verify the structure fitness for use. Computer software’s are also being used for the calculation of forces, bending moment, stress, strain & deformation or deflection for a complex structural system. The principle objective of this project is “The Comparative Study on Analysis Results of Multistoreyed Commercial Building (G+12) by STAAD.Pro and ETABS”. STAAD.Pro is one of the leading software’s for the design of structures. In this project we had analyzed the G+12 building for finding the shear forces, bending moments, deflections details for the structural components of building (such as Beams, Columns & Slabs) to develop the economic design. ETABS is also leading design software in present days used by many structural designers. Here I have also analyzed the same structure using ETABS software for the design. Finally I made an attempt to define the economical section of G+12 multistoried building using STAAD.Pro and ETABS comparatively.

Publisher

Technoscience Academy

Subject

General Medicine

Reference8 articles.

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2. Prof. K S Sable, Er. V A Ghodechor, Prof. S B Kandekar “Comparative Study of Seismic Behavior of Multistory Flat Slab and Conventional reinforced Concrete Framed Structures”.

3. Belejo, R. Bento & C. Bhatt “Comparison of different computer programs to predict the seismic performance of SPEAR building by means of Pushover Analysis the SPEAR building by means of Pushover Analysis” Instituto Superior Técnico, Lisbon, Portugal

4. “Displacement Based Design of Vertically Irregular Framewall Structures” – Rose School Thesis Work By Suhaib Salawdeh

5. “Performance Based Seismic Design and Assessment of Irregular Steel Structures R. Peres, R.Bento IST, Technical University of Lisbon, Portugal J. M. Castro Faculty of Engineering, University of Porto, Portugal.

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