Study of Soft Story Response of Typical Building of NBC
DOI:
https://doi.org/10.24203/ajet.v10i3.7028Keywords:
Diagonal strut, multiplication factor, NBC 201, NBC 205, non-linear hinges, Soft storyAbstract
Construction of building omitting an infill wall mostly in ground floor and other floors has led a building to face a soft story failure mechanism. This omission of infill wall is for commercial purposes and parking of vehicles in ground floor. In this study, study on the behavior of the structure is done when a soft story happens in different floor levels. A building explained as per NBC 201 and NBC 205 is taken into consideration. Soft story is assigned in all floors to study the responses separately. An equivalent diagonal strut is assigned to the structure to account the consideration of infill wall. Non-linear hinges are assigned to structural members. Different parametric study is performed in terms of displacement, story drift, time period, formation of hinges, performance point, and capacity curve to compare the behavior of the structure. Linear static and non-linear static (Pushover analysis) analysis is performed to evaluate 4 different models. Modal analysis is performed to obtain time period of different models. The time period of bare frame, ground floor soft story, first floor soft story and second floor soft story using modal analysis is 0.65, 0.49, 0.47 and 0.29 respectively. Pushover analysis is performed to obtain pushover curve of different models forming different non-linear hinges in multiple steps of analysis. Step 1, 4, 7 and 10 were analyzed and hinges from basic to collapse prevention has formed. Story drift of bare frame of all story has been compared to the story drift of buildings having soft story in ground, first and second floor. Comparing variation of story drift for ground, first and second floor between bare frame and ground floor soft story model, the values show 13%, 82% and 85%. The variation of same between bare frame and first floor soft story shows 78%, 20%, 81% while the variation between bare frame and second floor soft story shows 97%, 97%, 21%.
Additional, a multiplication factor has been introduced to compare the value of factor provided by IS 1893:2002. According to IS 1893:2002, the value should have been 2.5, but the value varies for 3 different cases. It varies from 1 to 1.16.
References
ATC-40 Seismic Evaluation and Retrofit of Concrete Buildings by APPLIED TECHNOLOGY COUNCIL (z-lib.org). (n.d.).
G. Asteris, P. (2012). Modeling of Infilled Frames With Openings. The Open Construction and Building Technology Journal, 6(1), 81–91. https://doi.org/10.2174/1874836801206010081
Ghobarah, A., Saatcioglu, M., & Nistor, I. (2006). The impact of the 26 December 2004 earthquake and tsunami on structures and infrastructure. Engineering Structures, 28(2), 312–326.
Haran Pragalath, D. C., Avadhoot, B., Robin, D. P., & Pradip, S. (2016). Multiplication factor for open ground storey buildings–a reliability based evaluation. Earthquake Engineering and Engineering Vibration, 15(2), 283–295. https://doi.org/10.1007/s11803-016-0322-4
Hopkins, D. C. (1992). Seismic design of reinforced concrete and masonry buildings . Bulletin of the New Zealand Society for Earthquake Engineering (Vol. 25). https://doi.org/10.5459/bnzsee.25.4.362
IS 1893 (Part 1): 2002. (2002). IS 1893 (Part 1): 2002 Indian Standard Criteria for Earthquake Resistant Design of Structures Part 1 General Provisions and Buildings (Fifth Revision). Indian Standard, 1(5).
Khan, M. A. (2013). Seismic Design for Buildings. Earthquake-Resistant Structures. https://doi.org/10.1016/b978-1-85617-501-2.00010-9
Lalitha Chandrahas, B., & Polu Raju, P. (2017). Behaviour of soft storey RC framed building under seismic loading. International Journal of Civil Engineering and Technology, 8(4), 265–277.
Manual, C. D. (2000). Computers and Structures, Inc. Berkeley, California, USA, (May).
Morbiducci, R. (2003). Nonlinear parameter identification of models for masonry, 40, 4071–4090. https://doi.org/10.1016/S0020-7683(03)00170-7
Planning, P., & Development, U. (1994). N e p a l n a t i o n a l b u i l d i n g c o d e, (October).
Polyakov, S. V. (1960). On the interaction between masonry filler walls and enclosing frame when loaded in the plane of the wall. Translations in Earthquake Engineering, 2(3), 36–42.
Smith, B. S. (1962). Lateral stiffness of infilled frames. Journal of the Structural Division, 88(6), 183–226.
To, R., Guideline, U. S. E., Detailings, F. O. R., Low, O. F., Reinforced, R., Buildings, C., & Masonry, W. (2012). Ready To Use Guideline for Detailings of Low Rise Reinforced Concrete Buildings.
Stafford, S. B. (1966). Behavior of square infilled frames. J. Struc. Div. ASCE, 92(1), 381-403.
Hendry, A. W. (1998). Structural masonry. Macmillan International Higher Education.
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