Importance of Shear Wall to Control Deflection and Drift of RC Buildings for Different Earthquake Zones with respect to Aspect Ratio

Show simple item record

dc.contributor.author Mahdi, Muhammad Rafiul
dc.contributor.author Masnun, Md. Rabib
dc.date.accessioned 2022-04-20T04:30:45Z
dc.date.available 2022-04-20T04:30:45Z
dc.date.issued 2021-03-30
dc.identifier.citation [1] Khan, A.A. and Hoque, M.A., 2002. Quaternary paleo-geography and geohazard scenario of the Bengal delta of Bangladesh. Oriental Geographer, 46(2), pp.1-16. [2] Paul, B.K. and Bhuiyan, R.H., 2010. Urban earthquake hazard: perceived seismic risk a preparedness in Dhaka City, Bangladesh. Disasters, 34(2), pp.337-359. [3] Nath, S.K., Mandal, S., Adhikari, M.D. and Maiti, S.K., 2017. A unified earthquake catalogue for South Asia covering the period 1900–2014. Natural Hazards, 85(3), pp.1787-1810. [4] Statistics, B.B.S., 2019. Statistical yearbook of Bangladesh. Statistics & Informatics Division, Ministry of Planning, Dhaka, Government of the People’s Republic of Bangladesh. [5] Hossain, N., 2014. ‘Street’as accessible open space network in earthquake recovery planning in unplanned urban areas. Asian Journal of Humanities and Social Sciences (AJHSS), 2(4), pp.103-115. [6] Rahman, N., Ansary, M.A. and Islam, I., 2015. GIS based mapping of vulnerability to earthquake and fire hazard in Dhaka city, Bangladesh. International journal of disaster risk reduction, 13, pp.291-300. [7] Barua, K., Rahman, S.H. and Das, S., 2013. Performance Based Analysis of Seismic Capacity of Mid Rise Building. International Journal of Emerging Technology and Advanced Engineering, 3(11), pp.44-52. [8] CDMP (2010) Report on earthquake risk assessment of Dhaka, Chittagong and Sylhet City Corporation Area, Govt. of Bangladesh, Dhaka [9] Dilley, M., 2005. Natural disaster hotspots: a global risk analysis (Vol. 5). World Bank Publications. [10] Hosseini, M. and Rao, N.R., 2018. Study the Impact of the Drift (Lateral Deflection) of the Tall Buildings Due to Seismic Load in Concrete Frame Structures With Different Type of RC Shear Walls. Global Journal of Research In Engineering. [11] Ali, J., Bhatti, A.Q., Khalid, M., Waheed, J. and Zuberi, S., 2015, January. A comparative study to analyze the effectiveness of shear walls in controlling lateral drift for medium to high rise 36 | P a g e structures (10–25 Storys). In Proc. 2015 2nd international conference on geological and civil engineering, IPCBEE (pp. 31-36). [12] Biswas, R.K., Uddin, M., Chowdhury, A. and Al-Imran, K., 2013. Comparative Analysis of a 15 Story Flat Plate Building with and Without Shear Wall and Diagonal Bracing Under Wind and Seismic Loads. Journal of Mechanical and Civil Engineering, 9(2), pp.97-101. [13] Ahmed, M.M., Imam, M.H., Tahora, S. and Haque, M., 2019. Study of Seismic Performances of RCC Buildings Located in Different Seismic Zones in Bangladesh. Journal of Construction and Building Materials Engineering, 5(1), pp.13-18p. [14] Bari, M.S. and Das, T., 2013. A comparative study on seismic analysis of Bangladesh National Building Code (BNBC) with other building codes. Journal of The Institution of Engineers (India): Series A, 94(3), pp.131-137. [15] Kamath, K., Divya, N., & Rao, A. U. (2012). A study on static and dynamic behavior of outrigger structural system for tall buildings. Bonfring international journal of industrial Engineering and Management Science, 2(4), 15-20. [16] Fintel, M. (1995). Performance of buildings with shear walls in earthquakes of the last thirty years. PCI journal, 40(3), 62-80 [17] Ali, S.E. and Aquil, M.M.U., Study of Strength of RC Shear Wall at Different Location on Multi-Storied Residential Building. Journal of engineering and research and applications ISSN, pp.2248-9622. [18] Khan, S. and Jamle, S., 2020. Use of Shear Wall Member at Corners to Enhance the Stability Using Different Grades: An Immense Review. International Journal of Advanced Engineering Research and Science, (ISSN: 2456-1908 (O), 2349-6495 (P)), 7(5), pp.396-400. [19] Ravikumar, C., et al., Effect of irregular configurations on seismic vulnerability of RC buildings. Architecture Research, 2012. 2(3): p. 20-26. [20] Kumar, M. and V. G. Babu, Comparative Study of Seismic Performance of Building Having Mass Vertical Irregularity at Different Floor Levels. International Journal of Science and Research, 2016. 5(1): p. 895-899. [21] Ahmed, M.M., Roy, G.C., Das, S.C. and Hasan, M., Seismic Behavior of RCC Buildings under Revised Seismic Zone Classification by BNBC. 37 | P a g e [22] BNBC-2020, 2021, February. Bangladesh National Building Code 2020, Ministry of Housing and Public Works, Government of the People’s Republic of Bangladesh. en_US
dc.identifier.uri http://hdl.handle.net/123456789/1355
dc.description Supervised by Prof. Dr. Md. Tarek Uddin, Department of Civil and Environmental Engineering(CEE), Islamic University of Technology(IUT), Board bazar, Gazipur-1704, Bangladesh en_US
dc.description.abstract Bangladesh is situated in a geographically vulnerable location making it susceptible to major earthquakes and disastrous cyclones in the near future. The situation is exacerbated due to the ever-increasing colossal population density of the country. In this study, the impact of shear wall in controlling lateral loads has been investigated with respect to aspect ratios (Height/Breadth) for different Breadth/Length ratios (0.5, 0.75,1) to realize the effect of narrow and symmetrical buildings. Shear wall is an efficacious alternative for controlling lateral loads of a structure. The building models have been developed in ETABS for four different seismic zones (Z=0.12, 0.2, 0.28, 0.36) to explore the ramifications of earthquakes for each building type. The study concludes that shear wall can reduce story drift and lateral deflection by almost 90 percent irrespective of seismic zones and building shapes. Furthermore, the necessity of shear walls in buildings with a decreasing Breadth/Length ratio and an increasing aspect ratio is relatively higher as they are more vulnerable to lateral loads, which can be visualized from the data obtained from the study. The study also recommends the aspect ratios at which shear walls will be necessary to restrict the deflection and drift within the limit for buildings in different seismic zones mentioned in BNBC 2020 en_US
dc.language.iso en en_US
dc.publisher Department of Civil and Environment Engineering, Islamic University of Technology(IUT), Board Bazar, Gazipur, Bangladesh en_US
dc.subject Shear wall, RC building, drift, deflection, BNBC 2020, aspect ratio, seismic zones en_US
dc.title Importance of Shear Wall to Control Deflection and Drift of RC Buildings for Different Earthquake Zones with respect to Aspect Ratio en_US
dc.type Thesis en_US


Files in this item

This item appears in the following Collection(s)

Show simple item record

Search IUT Repository


Advanced Search

Browse

My Account

Statistics