A Comparative Evaluation of a 13-story G+ Building with a Soft Storey, Using Pushover Analysis, with a Focus on the Impact of Different Placement of Shear Walls
Abstract
Keywords
Full Text:
PDFReferences
Naphade AS, Patil GR. Pushover analysis of RCC building with soft storey at different levels.
IOSR J Mech Civ Eng. 2015; 100–108. Available at https://www.iosrjournals.org/iosr-jmce/
papers/NCIEST/Volume%201/17.100-108.pdf [Accessed on February 2023]
Deshinge V, Gawade N, Patil AS, Kolekar PS. Pushover analysis of R.C.C building: a review.
Emerg Trends Eng Technol. 2018; 181-188. Available at
http://data.conferenceworld.in/BVCOE18/24.pdf [Accessed on February 2023]
Mohammed APN, Yaman MH, Siddiq SM. Non-linear pushover analysis of RCC building with
base isolation system. Int J Eng Sci Res Technol. 2016; 5 (8): 291–296.
Kadid A, Boumrkik A. Pushover analysis of reinforced concrete frame. Asian J Civ Eng (Building
Housing). 2008; 9 (1): 75–83.
Raut AV, Prasad PR. Pushover analysis of G+3 reinforced concrete building with soft storey. IOSR
J Mech Civ Eng. 2014; 11 (4): 25–29.
Jalpa P, Bharat R, Sumant P. Pushover analysis of an existing R.C.C. building with use of software
e-tabs. Int J Eng Dev Res IJEDR. 2016; 4 (4): 2321–9939.
Sangeetha S, Sathyapyiya A, Engineering S, Lion S, Tamilnadu T, College SP. Pushover analysis
for seismic assessement of R.C.C Building. Int Res J Eng Technol. 2017; 4 (6): 4–7.
Dinar Y, Hossain MI, Kumar Biswas R, Masud Rana M. Descriptive study of pushover analysis in
RCC structures of rigid joint. IOSR J Mech Civ Eng. 2014; 11 (1): 60–68.
IS 456. Plain Concrete and Reinforced. Bur Indian Stand Delhi. 2000; 1–114. Available at
https://elibrarywcl.files.wordpress.com/2015/02/plain-and-reinforced-concrete.pdf [Accessed on
February 2023]
Standard I. Criteria for Earthquake Resistant Design of Structures. 2016; 1893. Available at
https://nitsri.ac.in/Department/Civil%20Engineering/CSE_202_Chapter_4-1893-part-1-2016-1pdf
.pdf [Accessed on February 2023]
DOI: https://doi.org/10.37591/rtcet.v12i3.6840
Refbacks
- There are currently no refbacks.