Study On Residential Building of Constant Area and Different Shape Using ETABS : A Review
Keywords:
Area, Analysis, ETABS, Earthquake, Forces, Moment, Cost, DisplacementAbstract
Earthquake is a form of disaster which occurs due to Natural or Man-made errors resulting in extreme damages to human civilization and any form of structure created by us. Recent example of such a disastrous earthquake was seen in our neighbouring country Nepal, resulting in massive destruction to the entire country destroying its economy and placing a setback of more than 10 years. It was such an unusual disaster, that it is extremely vital for survival to ensure the strength of the structures against seismic forces. In this way, there is persistent research work going on around the world, rotating around the advancement of new and better methods that can be consolidated in structures for better seismic execution. Structures designed considering exceptional methods to resist such forces and seismic forces have a considerably higher cost of development than ordinary structures, yet for prosperity against tension on the structure under seismic forces, it is fundamental. In this study we are presenting literature review of publication available on citations in which lateral load resisting techniques are utilized.
Downloads
References
Aziz, T.S.A. and Roesset, J.M., 1976. Inelastic dynamic analysis of building frames. Massachusetts Institute of Technology, Department of Civil Engineering, Constructed Facilities Division.
Agrawal, P. and Shrikhande, M., 2006. Earthquake resistant design of structures. PHI Learning Pvt. Ltd..
Ali, M. M. and Moon K. (2007). Structural Developments in Tall Buildings: Currents Trends and Future Prospects. Architectural Science Review, Vol.50.3, pp 205-223.
Asokan J.J. (2006) “Introduction to Structural Motion Control. New York”, “International Journal of Innovative Research in Science, Engineering and Technology” (An ISO 3297: 2007 Certified Organization) Vol. 2, Issue 12, pp 35-42.
Chopra,A.K., (2012), Dynamics of Structures – Theory and Application to Earthquake Engineering, Fourth Edition, Prentice Hall Inc, USA
Dasgupta,K., (2009), “Improvement in Geometric Design of Reinforced Concrete Structural Walls to Resist Earthquake Effects,” Ph.D. Thesis, Department of Civil Engineering, Indian Institute of Technology Kanpur, India.
De Stefano, M. and Pintucchi, B., 2008. A review of research on seismic behaviour of irregular building structures since 2002. Bulletin of Earthquake Engineering, 6(2), pp.285-308.
Guleria, A., 2014. Structural Analysis of a Multi-Storeyed Building using ETABS for different Plan Configurations. International journal of engineering research (IJERTI)” ISSN, pp.2278-0181.
Herrera, R.G. and Soberon, C.G., 2008, October. Influence of plan irregularity of buildings. In The 14th World Conference on Earthquake Engineering.
Hashmi and Madan (2008). Discussion on seismic performance of conventional multi-storey building with open ground floors for vehicular parking by Kanitkar and Kanitkar. The Indian Concrete Journal. 78, 11-13.
Indian Standard, I.S., 2000. 456: 2000. Plain and Reinforced Concrete Code of Practice.
Indian Standard, I.S., 1987. 875: 1987 (Part-I). Dead Loads - Unit Weights of Building Materials and Stored Materials
Indian Standard, I.S., 1987. 875: 1987 (Part-II). Imposed Load.
Indian Standard, I.S., 2002. 1893: 2002 (Part-III). Earthquake Resistant Design of Structuture.
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
