• Ashay P. Khade
• Prof. V.M. Sapate

For seismic evaluation of buildings having various geometrical discontinuities, it is required to carry out seismic analysis of a building by one of methods including time history method, response spectra method and static equivalent method. Untill now analysis of building have been done by static equivalent method manually. Further building can be similarly analyzed computationally using STAAD.Pro by static equivalent method by varying its geometrical features of building. Effects due to various discontinuities can be studied by varying loads and load combinations. Here mainly effects on building due to floating column, jumping of load which is initiated in building due presence of floating or hanging column have been studied. Case study of comparison of such building with or without floating column is in progress.

Floating Column, Jumping load, Staad-pro software, Storey drift, Nodal displacements, Base shear.

"Seismic Analysis of a Multistorey Building Under Loading Conditions", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.11, Issue 6, page no.g669-g678, June-2024, Available :http://www.jetir.org/papers/JETIR2406676.pdf

"Seismic Analysis of a Multistorey Building Under Loading Conditions", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.11, Issue 6, page no. ppg669-g678, June-2024, Available at : http://www.jetir.org/papers/JETIR2406676.pdf