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In RC frame structures, beams and columns are the primary structural systems that resist lateral loads. Besides, these primary systems, some elements also participate to resist lateral load, which fall in the category of secondary systems. Secondary system may be structural secondary like structural partition, staircase etc. and non-structural secondary like machinery, storage tanks etc. Concrete staircase, which are structural secondary members are normally designed for non-seismic forces. During earthquakes, performance of stairs has been given low attention in research field and in the field of professional practices.
In the present study, the effects of staircase on the seismic performance of the RC frame Building of different heights and different plans are studied. Staircase must remain usable after moderate or severe ground shake so that they can continue to function for rapid evacuation of residents. The nature of the interaction between staircase and structures needs to be understood more deeply by engineers and clearly addressed by codes and standards.
Keywords:
Staircase ,Beam, Column, Seismic Loading
Cite Article:
"ANALYSIS BENDING MOMENT OF RC FRAME BUILDING WITH STAIRCASE OF 10 STOREY AT DIFFERENT LOCATIONS UNDER SEISMIC LOADING", International Journal of Science & Engineering Development Research (www.ijrti.org), ISSN:2455-2631, Vol.8, Issue 10, page no.89 - 102, October-2023, Available :http://www.ijrti.org/papers/IJRTI2310015.pdf
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ISSN:
2456-3315 | IMPACT FACTOR: 8.14 Calculated By Google Scholar| ESTD YEAR: 2016
An International Scholarly Open Access Journal, Peer-Reviewed, Refereed Journal Impact Factor 8.14 Calculate by Google Scholar and Semantic Scholar | AI-Powered Research Tool, Multidisciplinary, Monthly, Multilanguage Journal Indexing in All Major Database & Metadata, Citation Generator