Analysis of a High-Rise Building Frame Considering Lateral Load Using Analysis Tools A Review
Keywords:
RCC Frame, Irregular Building, FEMA Hinge, Capacity Spectrum, Pushover Analysis, Seismic ReactionAbstract
Buildings must be able to safely withstand any significant ground motions that could happen during construction or regular operation in order to be considered earthquake resistant. The impacts that ground motions have on structural reactions, however, are special. The time-history analysis is the analytical method that is most accurate for structures that are subjected to severe ground vibrations. For this analysis, a stepwise solution is used to integrate the pushover analysis of a multi-degree-of-freedom system, or MDOF, in the time domain in order to depict the real reaction of a structure. Although it can be applied to all practical uses, this method takes time. The pushover analysis was developed because it was necessary to develop quicker techniques that would nevertheless provide a trustworthy structural assessment or design of structures subjected to seismic loading.
In this paper presenting review of literature related to analysis of tall structure.
Downloads
References
Pushparaj J. Dhawale and G. N. Narule, [Analysis of P-Delta Effect on High Rise Buildings], InternatiTonal Journal of Engineering Research and General Science Volume 4, Issue 4, July-August, 2016 ISSN 2091-2730.
PhaniKumar.V, M.Deepthi, Saikiran K and R.B.N. Santhosh, [Behavior of P-Delta Effect in High- Rise Buildings With and Without Shear Wall], International Journal of Recent Technology and Engineering (IJRTE) ISSN: 2277-3878 (Online), Volume-8 Issue-2, July 2019.
Drisya S Kumar and Margaret Abraham, [Analysis of High Rise Building for P-Delta Effect using ETABS], International Journal of Applied Engineering Research ISSN 0973-4562 Volume 14, Number 12, 2019 (Special Issue).
Dharanedharan K S and Sivakumar C G, [Significance Of P-Delta Effects In High Rise RC Structure In Various Seismic Zones], International Journal of Aquatic Science ISSN: 2008-8019 Vol 12, Issue 02, 2021.
T. Nagarjuna and R. B. N. Santhosh, [An Evaluation of P-Delta Effect in High-Rise Building], International Journal of Science and Research (IJSR), Volume 7 Issue 6, June 2018.
Parsa Heydarpour, Pedro F. Silva and Rigoberto Burgueño, [An Investigation on the Pushover Analysis Based Methods for Compensating the P-Delta Effects], International Journal of Structural and Civil Engineering Research Vol. 7, No. 1, February 2018.
Thokala Brahmendra Rao, Dr M Janardhan and M.Venkata Narasaiah, [Study of P-Delta Effect in High- Rise Buildings with and without Shear Wall], INTERNATIONAL JOURNAL OF INNOVATIVE RESEARCH IN TECHNOLOGY, September 2022| IJIRT | Volume 9 Issue 4 | ISSN: 2349-6002.
Dhangar Laxmi Balappa and Venu Malagavelli, [Pushover Analysis of High Rise Buildings with and without Bracings], International Journal of Civil Engineering and Technology (IJCIET) Volume 9, Issue 9, September 2018, pp. 759–767.
Pavithra.S and Jegidha.K.J, [Analysis and Design of Tall Buildings using ETABS with P-Delta Analysis], International Journal of Engineering and Techniques - Volume 7 Issue 6, November 2021.
Downloads
Published
Issue
Section
License
This work is licensed under a Creative Commons Attribution 4.0 International License.
https://creativecommons.org/licenses/by/4.0