Abstract
Earthquake is a natural phenomenon that occurs below the ground surface at some depth which causes vibration at the ground surface (Pradeep et al. in Analysis of infilled steel frames subjected to lateral loading, 2022 [1]). Earthquake zones are divided into four zones zone-II, zone-III, zone-IV, and zone-V. Structures which are located in zone-II will be least affected by earthquake since the magnitude of earthquake in zone-II will be less compared to other zones, and the structures located in zone-V will be affected more since the magnitude of earthquake in zone-V will be more compared to other zones. Hence, the structures which are designed without considering the seismic loading conditions may suffer damages or collapse due to earthquake (Binu et al. in Int J Eng Res Technol (IJERT), 2022 [5]). Steel structures have been widely used nowadays due to some of its advantages over the RCC structures (Pradeep et al. in Analysis of infilled steel frames subjected to lateral loading, 2022 [1]). The infill walls have been used in the structures in order to minimize the effects of earthquake (Sanjay et al. in Int Res J Eng Technol 9, 2022 [4]). In the present study, an attempt is made to determine and compare the base shear and story displacement of steel bare framed model, steel framed model with burnt brick masonry infill, and steel framed model with concrete block masonry infill for a multistoried commercial complex by using linear static analysis (equivalent static analysis) and linear dynamic analysis (response spectrum analysis) methods in E-tabs software. The results show that the base shear is more for steel framed model with infill compared to steel bare framed model, and the story displacement is more for steel bare framed model compared to steel framed model with infill. The present study gives the seismic performance of steel structure with and without infill subjected to seismic loading which helps to assess the damage caused due to earthquake.
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References
Pradeep AR, Rangaraj C, Jayaramappa N (23 Nov 2022) Analysis of infilled steel frames subjected to lateral loading. In: ICAMP-International conference, St. Martin’s Engineering College Dhulapally, Secunderabad, Telangana State, India, 08th–09th July 2022 published in Materials today conference proceedings
Alex AA, Chaithra S (July 2022) Seismic analysis of steel building with bracings. Int J Res Appl Sci Eng Technol (IJRASET) 10(VII)
Rakesh HT, Pradeep AR, Rangaraj C (Feb 2022) Analysis of multi-storey steel structure with different infills and steel bracings. Int Res J Eng Technol 9
Sanjay HS, Pradeep AR, Kiran T, Jayaramappa N (Jan 2022) Analysis of multistory steel structure with different infills. Int Res J Eng Technol 9
Binu KS, Raman A (June 2022) Analysis of steel framed structure with different structural steel braces using E-TABS. Int J Eng Res Technol (IJERT)
Yeshodhara TS, Pradeep AR, Jayaramappa N (April 2021) Analysis of multistoried infilled steel structure subjected to lateral loading. Int Res J Eng Technol 8
Lavitha V, Gokul PV (2021) Comparision of behaviour of RCC and steel structure using ETABS software. Int J Eng Res Technol (IJERT). In: ICART-2021 conference proceedings
Ashwini LK, Gowda NP, Padma VP, Parneetha M, Ramya B (6 June 2019) Pushover analysis on reinforced concrete building using E-TABS. Int Res J Eng Technol 6
Shah S, Patel R (April 2019) Pushover analysis of steel structure. Int J Eng Res Technol (IJERT) 8(04)
Kaley P, Baig MA (July 2018) Pushover analysis of steel framed building. J Civil Eng Environ Technol 4
Joseph A, Joshma M (June 2017) Influence of infills on fundamental time period of RC structures. Int Res J Eng Technol 4
Reddy ChB, Vasungi K (5 May 2017) Capacity spectrum method on RCC and composite frame structures. Int J Civil Eng Technol (IJCIET) 8(5)
Dinar Y, Hossain MdI, Biswas RK, Rana MdM (4 February 2017) Descriptive study of pushover analysis in RCC structure of Rigid Joint. IOSR J Mech Civil Eng (IOSR-JMCE) 11(1)
Radovanovic Z, Grebovic RS, Dimovska S, Serdar N, Vatin N, Murgul V (2015) The mechanical properties of masonry walls—analysis of the test results. ScienceDirect Elsevier
Pradeep AR, Rangaraj C, Jayaramappa N (2022) Analysis of infilled steel frames subjected to lateral loading. In: Materials Today Conference Proceedings 23 Nov 2022. https://doi.org/10.1016/j.matpr.2022.11.169
Pradeep AR, Rangaraj C (2022) Presented paper on “infilled steel frames subjected to seismic loads”. Lecture series notes, 14 Oct 2022 Springer, p 123. https://doi.org/10.1007/978-981-19-3371-4_11
Pradeep AR, Rangaraj C, Jayaramappa N (2022) Behaviour of Steel frame subjected to lateral load. Indian J Sci Technol 15(28):1381–1388. https://doi.org/10.17485/IJST/v15i38.1266
Pradeep AR, Rangaraj C, Jayaramappa N (2019) Analysis of steel structure with different infills subjected to lateral loading. JETIR May 2019 6(5):130–134. ISSN-2349-5162
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Kumar, A., Pradeep, A.R., Vijayanand, M., Siddesha, H. (2024). Analysis of Multistory Steel Framed Structure with Different Infills Subjected to Seismic Loading. In: Sreekeshava, K.S., Kolathayar, S., Vinod Chandra Menon, N. (eds) Civil Engineering for Multi-Hazard Risk Reduction. IACESD 2023. Lecture Notes in Civil Engineering, vol 457. Springer, Singapore. https://doi.org/10.1007/978-981-99-9610-0_31
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