Seismic Evaluation of GFRG Panel and Brick Infill Step-Back Set-Back and Step-Back Building

Authors(2) :-Arun Deshwali, Dr. Raghvendra Singh

Hilly area is more prone to seismic activity; e.g. northeast region of India. In this hilly region, traditionally material like, the adobe, brunt brick, stone masonry which is locally available is used for the construction of houses but nowadays GFRG panel are also used for construction of houses because of its low cost of construction. A scarcity of plain ground in hilly area compels the construction activity on sloping ground. Hill buildings constructed with different infill without conforming to seismic codal provisions have proved unsafe and, resulted in loss of life and property when subjected to earthquake ground motions. Therefore, the present research work is to analyze a 3D numerical model of 10 stories Glass fiber reinforced gypsum panel and Brick infill step back and step-back set-back building constructed on a sloping ground and performed the analysis by using software SAP 2000 (ver.16.0) using static nonlinear method for comparing and investigating the changes in structural behavior subjected to seismic load. The result of the analysis for displacement and base shear have been studied and compared for all the structure models.

Authors and Affiliations

Arun Deshwali
M. Tech Student - Department of Civil Engineering, Ujjain Engineering College, Ujjain, Madhya Pradesh, India
Dr. Raghvendra Singh
Professor Department of Civil Engineering, Ujjain Engineering College, Ujjain, Madhya Pradesh, India

GFRG Panel, Brick Infill, Step-Back Set -Back Building, Step-Back Building, Pushover Analysis

  1. Holmes,M.(1961).Steel frames with brickwork and concrete infilling,Proceedings of the Institution of Civil Engineers,473-478.
  2. Smith,B.S.and Carter,C.(1969).A method of analysis for infilled frames,Proceedings of the Institution of Civil Engineers,Vol.7218,31-48.
  3. Mainstone,R.J.and Weeks,G.A.(1970).The influence of bounding frame on the racking stiffness and strength of brick walls,in Proc.2nd International Brick Masonry Conference,Building Research Establishment,Watford,England,165-171.
  4. ATC(1996).Seismic Evaluation and retrofit of Concrete buildings,Vol.1,ATC-40 Report,Applied Technology Council,Redwood City,California.
  5. Federal Emergency Management Agency(1998).Evaluation of Earthquake Damaged Concrete and Masonry Wall Buildings: Basic Procedures Manual,FEMA-306,Applied Technology Council,Washington DC.
  6. FEMA-356(2000).Prestandard and Commentary for the Seismic Rehabilitation of Buildings,Building Seismic Safety Council,Washington DC.
  7. Wu,Y.F.(2004).The effect of longitudinal reinforcement on the cyclic shear behaviour of glass fiber reinforced gypsum wall panels: Tests,Engineering Structures,ELSEVIER,Vol.26(11),1633-1646.
  8. Wu,Y.F.and Dare,M.P.(2004).Axial and Shear Behaviour of Glass Fibre Reinforced Gypsum Wall Panels: Tests,Journal of Composites for Construction,ASCE,8(6),569-578.
  9. Birajdar,B.G.and Nalawade,L.(2004).Analysis of buildings resting on sloping ground",13thWorld Conference on Earthquake Engineering,Vancouver,B.C.,Canada,1472.
  10. Turkish Republic the Ministry of Public Works and Settlement,Turkish Earthquake Design Code TEC-2007,Ankara,Turkey,2007.
  11. Liu,Z.and Ying,H.(2010).Elastic Lateral Features of a New Glass Fibre Reinforced Gypsum Wall,World Academy of Science,Engineering and Technology International Journal of Civil and Environmental Engineering,Vol.4(3).
  12. Janardhana,M.,Prasad,A.M.and Menon,D.(2013).Studies on The Behaviour of Glass Fiber Reinforced Gypsum Wall Panels,Structural Engineering Division,Department of Civil Engineering,Indian Institute of Technology Madras.
  13. Menon,D.and Prasad,A.M.(2013).Development of Building Systems using Glass Fibre Reinforced Gypsum(GFRG) Panels,The Masterbuilder.
  14. Niruba,S.(2014).Analysis of Masonry Infill in a Multi-Storied Building,Civil & Environmental Engineering,Vol.4(2).
  15. IS 1893: Part 1(2002); "Criteria for earthquake resistant design of structures",Bureau of Indian Standards,New Delhi.
  16. GFRG construction manual,FACT/RCF building product limited,Cochin- Government of India public undertaking.
  17. Use of glass fibre reinforced gypsum(GFRG) panel in the building,Structural design manual prepared by Structural engineering division,Department of civil engineering IIT madras.
  18. Prospective Construction Systems for Mass housing(2014),Technology profile glass fibre reinforced gypsum(GFRG) system,Building Materials & Technology Promotion Council Ministry of Housing & Urban Poverty Alleviation Government of India,New Delhi
  19. CSI,(2010),Structural Analysis Program(SAP) 2000,Version 14,Computers and Structures Inc.,USA
  20. Murty,C.V.R.,Goswami,R.,Vijayanarayanan,A.R.and Mehta,V.(2012).Some Concepts in Earthquake Behaviour of Buildings,Gujarat State Disaster Management Authority,Government of Gujarat.

Publication Details

Published in : Volume 3 | Issue 8 | November-December 2017
Date of Publication : 2017-12-31
License:  This work is licensed under a Creative Commons Attribution 4.0 International License.
Page(s) : 614-618
Manuscript Number : IJSRSET1738180
Publisher : Technoscience Academy

Print ISSN : 2395-1990, Online ISSN : 2394-4099

Cite This Article :

Arun Deshwali, Dr. Raghvendra Singh, " Seismic Evaluation of GFRG Panel and Brick Infill Step-Back Set-Back and Step-Back Building, International Journal of Scientific Research in Science, Engineering and Technology(IJSRSET), Print ISSN : 2395-1990, Online ISSN : 2394-4099, Volume 3, Issue 8, pp.614-618, November-December-2017.
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