Analysis of an Irregular (L-shaped) Flat Slab Building (G+11) using Nonlinear Static Theory for Progressive Collapse
Shilpa S
, Vishwajith Kadri
Flat Slab, Pushover Analysis, Earthquake Loads, Progressive Collapse, ETABS
Structures can Experience Progressive Collapse, a Catastrophic Phenomenon caused by both natural and man-made risks. Conventional RC frame buildings are now often utilized in Construction. Compared to traditional RC frame Construction, a Flat slab Structure has numerous advantages. The study applies a non-linear static analysis approach known as Pushover Analysis to the Progressive Collapse Analysis of a Flat slab building. This kind of study applies an existing lateral load pattern to a computer model of a structure. Pushover Analysis is carried out and the ETABS software is used to simulate the (G+11) structure.
"Analysis of an Irregular (L-shaped) Flat Slab Building (G+11) using Nonlinear Static Theory for Progressive Collapse", IJSDR - International Journal of Scientific Development and Research (www.IJSDR.org), ISSN:2455-2631, Vol.9, Issue 1, page no.564 - 569, January-2024, Available :https://ijsdr.org/papers/IJSDR2401080.pdf
Volume 9
Issue 1,
January-2024
Pages : 564 - 569
Paper Reg. ID: IJSDR_209921
Published Paper Id: IJSDR2401080
Downloads: 000347337
Research Area: Civil Engineering
Country: Mangaluru, Karnataka, India
ISSN: 2455-2631 | IMPACT FACTOR: 9.15 Calculated By Google Scholar | ESTD YEAR: 2016
An International Scholarly Open Access Journal, Peer-Reviewed, Refereed Journal Impact Factor 9.15 Calculate by Google Scholar and Semantic Scholar | AI-Powered Research Tool, Multidisciplinary, Monthly, Multilanguage Journal Indexing in All Major Database & Metadata, Citation Generator
Publisher: IJSDR(IJ Publication) Janvi Wave
