Abstract
Progressive collapse is one of the major concerns in high-rise buildings. Collapse of a single element will trigger complete failure of the building. The study under fire conditions helps to understand the structural behavior of a building in critical fire scenarios. Here the progressive collapse of structures was studied under high-temperature condition and working load. For the progressive collapse analysis, a finite element software called ABAQUS (FEA) was used. A three-dimensional single-bay single-storey reinforced concrete prototype frame was adopted for the analysis. A steady-state analysis was done by applying the service load and temperature simultaneously to the elements of the frame. A comparative study was done by considering the behavior of reinforced concrete key elements like beam, column and slab under high temperature. The major scope such as deflection, stiffness of the frame, bending moment and shear force were observed.
This is a preview of subscription content, log in via an institution to check access.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Similar content being viewed by others
References
Le J, Desharnais M, Xue B, Dai S, Du H (2015) A two-scale computational model for thermomechanical analysis of reinforced concrete frames. Eng Struct 105:137–151. https://doi.org/10.1016/j.engstruct.2015.09.041
Le J, Xue B (2014) Probabilistic analysis of reinforced concrete frame structures against progressive collapse. Eng Struct 76:313–323. https://doi.org/10.1016/j.engstruct.2014.07.016
Agarwal A, Varma AH (2014) Fire induced progressive collapse of steel building structures: the role of interior gravity columns. Eng Struct 58:129–140. https://doi.org/10.1016/j.engstruct.2013.09.020
Qian L, Li Y, Diao M, Guan H, Lu X (2020) Experimental and computational assessments of progressive collapse resistance of reinforced concrete planar frames subjected to penultimate column removal scenario. J Perform Constr Facil 34(3):1–10. https://doi.org/10.1061/(ASCE)CF.1943-5509.0001420
Li Y, Lu X, Guan H, Ying M, Yan W (2016) A case study on a fire-induced collapse accident of a reinforced concrete frame-supported masonry structure. Fire Technol 52(3):707–729. https://doi.org/10.1007/s10694-015-0491-0
Jiang J, Li G (2016) Progressive collapse analysis of 3D steel frames with concrete slabs exposed to localized fire. Eng Struct. https://doi.org/10.1016/j.engstruct.2016.07.041
Eren N, Brunesi E, Nascimbene R (2019) Influence of masonry infills on the progressive collapse resistance of reinforced concrete framed buildings. Eng Struct 178(March 2018):375–394. https://doi.org/10.1016/j.engstruct.2018.10.056
IS 875:1983 Code of practice for design loads (other than earthquake) for building and structure—Part-1, Dead load. Bureau of Indian Standards, New Delhi
IS 875:1983 Code of practice for design loads (other than earthquake) for building and structure—Part-2, Imposed load. Bureau of Indian Standards, New Delhi
IS 456:2000 Plain and reinforcement concrete code of practice. Bureau of Indian Standards, New Delhi
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2022 The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd.
About this paper
Cite this paper
Vishal, M., Satyanarayanan, K.S. (2022). Analytical Investigation on Progressive Collapse of 3-D Reinforced Concrete Frames Under High Temperature. In: Kolathayar, S., Ghosh, C., Adhikari, B.R., Pal, I., Mondal, A. (eds) Resilient Infrastructure . Lecture Notes in Civil Engineering, vol 202. Springer, Singapore. https://doi.org/10.1007/978-981-16-6978-1_21
Download citation
DOI: https://doi.org/10.1007/978-981-16-6978-1_21
Published:
Publisher Name: Springer, Singapore
Print ISBN: 978-981-16-6977-4
Online ISBN: 978-981-16-6978-1
eBook Packages: EngineeringEngineering (R0)