Analysis of Differently Shaped Footing for A Midrise Structure Considering Lateral Forces Using SAFE Software
DOI:
https://doi.org/10.32628/IJSRCEKeywords:
Soil, Footing, Structure Analysis, Seismic Analysis, Shape Of Foundations, Forces, SAFEAbstract
In this study, comparative analysis was done on three different footing namely Single Footing, Combined Footing and MAT or Raft Footing with similar loading conditions. This included comparative study of their structural behaviour considering for building frame G+5. A comparison in analysis results was done on certain important parameters such as deflection, support reaction, axial force, torsion and Shear force. The cost analysis was conducted in this experimental investigation as per S.O.R, The investigation was fragmented towards introducing the different types of foundations along with their related advantages and disadvantages. The objectives included the comparative analysis on the defined three footings on the parameters as discussed before and results were scripted on Microsoft excel generated from the analytical program SAFE which was used for the structure analysis.
Downloads
References
Liam WOTHERSPOON, Michael PENDER and Jason INGHAM, [COMBINED MODELLING OF STRUCTURAL AND FOUNDATION SYSTEMS], 13th World Conference on Earthquake Engineering Vancouver, B.C., Canada, August 1-6, 2004, Paper No. 411.
Dinesh S.Patil and Anil S.Chander, [Cost Effectiveness of Several Types of Foundation], International Journal of Advanced Research in Science Management and Technology, Volume 2, Issue 1, January 2016.
S.Balachandar and D.Narendra Prasad, [Analysis and Design of Various Types of Isolated Footings], International Journal of Innovative Research and Science, Engineering and Technology, Vol. 6, Issue 3, March 2017.
V. Thiruvengadam, J. C. Wason and K. I. Praseeda, [COST MODELING OF FOUNDATIONS OF REINFORCED CONCRETE BUILDINGS DESIGNED FOR SEISMIC EFFECTS], 13th World Conference on Earthquake Engineering, Vancour, B. C., Canada, Paper No: 1956. Year 2018.
Sang-Sup Lee, Jiho Moon, Keum-Sung Park, and Kyu-Woong Bae, [Strength of Footing with Punching Shear Preventers], The Scientific World Journal, Volume 2014, Article ID 474728, 15 pages.
Sami W. Tabsh and Abdul Raouf Al-Shawa, [Effect of Spread Footing Flexibility on Structural Response], PRACTICE PERIODICAL ON STRUCTURAL DESIGN AND CONSTRUCTION, 2005, 10(2): 109-114.
Hisham T. Eid, Omar A. Alansari, Abdelfattah M. Odeh, Mohannad N. Nasr, and Husam A. Sadek, [Comparative study on the behavior of square foundations resting on confined sand], Canadian Geotechnical Journal · April 2009.
D. Brown, T. Wulleman & M. Bottiau, [A comparison of design practice of bored piles/ drilled shafts between Europe and North America], DFI Journal - The Journal of the Deep Foundations Institute, 2016.
Seok Jung KIM, Sun Yong KWON, Jin Tae HAN and Mintaek YOO, [Development of Rock Embedded Drilled Shaft Resistance Factors in Korea based on Field Tests], Applied Science. 2019, 9, 2201.
Grigory Garmanov and Nadezda Urazaeva, [Design and Calculation of Cost Effectiveness of Various Types of Foundations in Central Russia], International Scientific Conference Urban Civil Engineering and Municipal Facilities, SPbUCEMF-2015.
Prabir K. Basudhar, Arindam Dey and A. S. Mondal, [Optimal Cost-Analysis and Design of Circular Footings], International Journal of Engineering and Technology Innovation, vol. 2, no. 4, 2012, pp. 243-264.
Xirong Niu, Yangping Yao, Yanfang Sun, Yuhao He and Haiqing Zhang, [3D Numerical Analysis of Synergetic Interaction between High-Rise Building Basement and CFG Piles Foundation], Applied Science 2018.
Nunzia Letizia, Chiara Iodice, and Alessandro Mandolini, [A Local Design Method for Pile Foundations], Advances in Civil Engineering, Volume 2018, Article ID 9486945, 14 pages.
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
