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Seismic Analysis and Design of A Six Storey Building by Space Frame Method and STAAD Pro

K. R. Dhaarnigha

Abstract


The aim of the project is to carry out seismic analysis of six storey building and compare the results of Space frame method and STAAD.Pro. The software method of analysis is used for a G+6 Commercial building located in Zone-III. The scope behind presenting this work is to learn Seismic load calculations as per IS 1893-2016 and design of beams, columns and foundation by using STAAD PRO as per IS 13920-2016, when seismic loads are acting on the structure. If seismic analysis are not studied properly the structure leads to collapse so, criteria for earthquake resistant design of structures has to be studied. The present work deals with the analysis of a commercial building G+6 in which Seismic Weight, Base Shear, Relative Displacement results are compared using Space Frame Method and STAAD.Pro.

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References


IS 1893 (Part 1) : 2016 – criteria for earthquake resistant design of structures.

IS 13920 : 2016 – Ductile detailing of reinforced concrete structures subjected to seismic forces- code of practice

IS 875 (Part 1) : 1987- code of practice for design loads ( other than earthquake) For buildings and structures (Part 1- Dead load)

IS 875 (Part 2) : 1987- code of practice for design loads ( other than earthquake) For buildings and structures (Part 2- Imposed load)

Dr. V.L.shah – Illustrated design of reinforced concrete buildings (Design of G+3 storeyed buildings and Earthquake design and analysis), structures publications, Pune.

Harshitha M N, Binod Kumar,Rajiv Kumar Chaudray,Saurabh Singh,Shivam Shivhar (2017) “Study on Analysis and Design of a Commercial Building”.

Prof.Dr.H.J.Shah, Prof.Dr.Sudhir K Jain “Seismic Analysis and Design of a Six Storey Building”

Varikuppala Krishna, Chandrashekhar, Rajashekhar “Analysis and design of Multistoried Building by using ETABS”.


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