Utilization of Advance Technology and Techniques in Analysis of a Tall Structure

Authors(3) :-Manu Kumar Pandit, Dharmendra Prajapati, Anudeep Nema

Now-a-days, the architects often prohibit the widths of the columns so that more free space is available and for the good aesthetic look of the building without columns protruding out of the walls and corners. Advances in structural members and techniques to resist lateral forces are generally used now days to pretend more stable and safe structure. In present work with the end goal to contrast fortified solid structure using traditional columns against structure designed with special shaped columns considering seismic loads on G+12 multi-story building having plan measurement 63.20mx29.50m m is displayed and dissected in Etab adaptation coordinated building outline programming. Proportionate static investigation and dynamic reaction range examination are performed on the structure.

Authors and Affiliations

Manu Kumar Pandit
P.G. Scholar, Department of Civil Engineering, Eklavya University Damoh, Madhya Pradesh, India
Dharmendra Prajapati
Asst. Professor, Department of Civil Engineering, Eklavya University Damoh, Madhya Pradesh, India
Anudeep Nema
Professor and H.O.D. Department of Civil Engineering, Eklavya University Damoh, Madhya Pradesh, India

Structural Stability, Analysis, Advance Techniques, Software's, Columns, Lateral Forces.

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Publication Details

Published in : Volume 6 | Issue 4 | July-August 2022
Date of Publication : 2022-07-30
License:  This work is licensed under a Creative Commons Attribution 4.0 International License.
Page(s) : 139-149
Manuscript Number : IJSRCE226417
Publisher : Technoscience Academy

ISSN : 2456-6667

Cite This Article :

Manu Kumar Pandit, Dharmendra Prajapati, Anudeep Nema, "Utilization of Advance Technology and Techniques in Analysis of a Tall Structure", International Journal of Scientific Research in Civil Engineering (IJSRCE), ISSN : 2456-6667, Volume 6, Issue 4, pp.139-149, July-August.2022
URL : https://ijsrce.com/IJSRCE226417

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