Manuscript Number : IJSRCE215324
Analysis of A 3-Dimensional Structure with F.E.M. and P-Delta Method Considering Lateral Forces Using Etabs
Authors(3) :-Aditya Pratap Singh Bais, Rakesh Patel, Deepak Bandewar
Limited component strategy is a notable and profoundly successful procedure for the calculation of rough arrangements of complex limit esteem issues. Limited component strategies are at present broadly utilized in designing examination, and we can anticipate that this use should increment altogether in the years to come. The methodology are utilized broadly in the investigation of solids and structures and of warmth move and liquids, and surely, limited component strategies are valuable in for all intents and purposes each field of designing examination. The best numerical model for the examination is clearly that one which yields the necessary reaction to an adequate precision and at any rate cost. Dependability of a numerical model The picked numerical model is solid if the necessary reaction is known to be anticipated inside a chose level of exactness estimated on the reaction of the thorough numerical model. In this examination we are proposing investigation of a 3-d edge structure considering two diverse cross breed numerical models for example F.E.M and P-delta examination to recognize both utilizing investigation device.
Aditya Pratap Singh Bais
P.G. Scholar, Department of Civil Engineering, S.I.R.T.S. Bhopal, Madhya Pradesh, India
Rakesh Patel
Associate Professor, Department of Civil Engineering, S.I.R.T.S. Bhopal, Madhya Pradesh, India
Deepak Bandewar
Assistant Professor, Department of Civil Engineering, S.I.R.T.S. Bhopal, Madhya Pradesh, India
Analysis, Forces, Displacement, Mathematical Equations, Software
- Arruda, M. R.(2008) "Análise Dinâmica de Estruturas com Elementos Finitos HíbridosMistos de Tensão". Lisboa, Instituto Superior Técnico. M.Sc Thesis.
- Barbosa, A. R.(2002) "Wavelets no Intervalo em Elementos Finitos". Lisbon, Instituto Superior Técnico. M.Sc Thesis.
- Bathe, K. J.(1982) "Finite Element Procedures In Engineering Analysis", Prentice-Hall Englewood Cliffs.
- Castro, L. M. S. S.(1996) "Wavelets e Séries de Walsh em Elementos Finitos". Lisboa, Instituto Superior Técnico. Ph.D Thesis.
- Castro, L. M. S. S. and Barbosa, A. R.(2006) "Implementation of an Hybrid-Mixed Stress Model Based on the use of Wavelets." Computer & Structures 84: 718-731.
- Castro, L. M. S. S. and Freitas, J. A. T.(2001) "Wavelets in Hybrid-Mixed Stress Elements." Computer Methods in Applied Mechanics and Engineering 190: 3977-3998.
- Chopra, A. K.(1995) "Dynamic of Structures, Theory and Applications to Earthquake Engineering". London, Prentice-Hall International Inc.
- Clough, R. W. and Penzien, J.(1993) "Dynamics of Structures". New York, Mc-Graw-Hill.
- "COMPARATIVE STUDY ON ANALYSIS, DESIGN AND COST OF R.C.C. AND STEELCOMPOSITE STRUCTURE", Yogesh R. Suryavanshi, Prashant S. Patil, Deshmukh Siddheshwar Shrikant, Gaikwad Amol Ramrao, Inamdar Firoj Najmoddin, Puri Sujay Uttam, International Journal of Engineering Research-Online, http://www.ijoer.in, Vol.3., Issue.2, 2015.
- "Comparitive study on the behavior of R.C.C, Steel & Composite Structures (B+G+20 Storey)", Sattainathan.A, Nagarajan.N, International Journal on Applications in Civil and Enviornmental Engineering, Volume 1: Issue 3: March 2015, pp 21-26. www.aetsjournal.com.
- “Cost, Analysis and Design of Steel-Concrete Composite Structure Rcc Structure”, Anamika Tedia, Dr. Savita Maru, IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE), e-ISSN: 2278-1684,pISSN: 2320-334X, Volume 11, Issue 1 Ver. II (Jan. 2014), PP 54-59, www.iosrjournals.org.
- "Comparative Study of RCC and Composite Multi-storey Buildings", Shashikala. Koppad, Dr. S.V.Itti, International Journal of Engineering and Innovative Technology (IJEIT), Volume 3, Issue 5, November 2013
- "Design of Steel Frame Industrial Building Compared With Reinforced Cement Concrete Industrial Building", Ms. S. D. Ambadkar, Prof. Dr. P. S. Pajgade, International Journal of Scientific & Engineering Research, Volume 3, Issue 6, June-2012
- IS: 456, Code of practice for plain and reinforced concrete code of practice, Bureau of Indian Standards, New Delhi, 2000.
Publication Details
Published in : Volume 5 | Issue 3 | May-June 2021
Date of Publication : 2021-06-30
License: This work is licensed under a Creative Commons Attribution 4.0 International License.
Page(s) : 138-143
Manuscript Number : IJSRCE215324
Publisher : Technoscience Academy
URL : https://ijsrce.com/IJSRCE215324
Article Preview