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


Shaik Kamaluddhin, A. B. S. Dadapeer
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Structural Analysis is a branch which involves in the determination of behaviour 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 Multi-storeyed 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 I had analysed 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 analysed the same structure using ETABS software for the design. Finally I made an attempt to define the economical section of G+12 multi-storeyed building using STAAD.Pro and ETABS comparatively.

Shaik Kamaluddhin, A. B. S. Dadapeer

Shear Force, Bending Moment, Deflection, Structural Analysis, Etabs, Staad Pro

  1. Giordano, M. Guadagnuolo and G. Faella "PUSHOVER ANALYSIS OF PLAN IRREGULAR MASONRY BUILDINGS" The 14th World Conference on Earthquake Engineering October 12-17, 2008, Beijing, China.
  2. Prof. K S Sable, Er. V A Ghodechor, Prof. S B Kandekar "Comparative Study of Seismic Behavior of Multistorey 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
  5. "Performance Based Seismic Design and Assessment of Irregular Steel Structures.
  6. "Seismic design of vertically irregular reinforced concrete structures" - Thesis work submitted by Satrajit Das.
  7. McCrum Lunch "Seismic Analysis of Braced Plan Irregular Structures Using Hybrid Testing Daniel" lecture at the Department of Civil, Structural & Environmental Engineering, Trinity College Dublin on 30th November 2011
  8. Shaikh Abdul Aijaj Abdul Rahman, Girish Deshmukh "Seismic Response of Vertically Irregular RC Frame with Stiffness Irregularity at Fourth Floor" ISSN 2250-2459,ISO 9001:2008 Certified Journal, Volume 3, Issue 8, August 2013.

Publication Details

Published in : Volume 3 | Issue 3 | May-June - 2017
Date of Publication Print ISSN Online ISSN
2017-06-30 2395-1990 2394-4099
Page(s) Manuscript Number   Publisher
265-271 IJSRSET173374   Technoscience Academy

Cite This Article

Shaik Kamaluddhin, A. B. S. Dadapeer, "The Comparative Study on Analysis Results of Multi-Storeyed Commercial Building (G+12) By Staad. Pro and Etabs", International Journal of Scientific Research in Science, Engineering and Technology(IJSRSET), Print ISSN : 2395-1990, Online ISSN : 2394-4099, Volume 3, Issue 3, pp.265-271, May-June-2017.
URL : http://ijsrset.com/IJSRSET173374.php