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Fire Safety Analysis of Plastic Steel Frames
Computers, Materials & Continua 2010, 20(3), 243-250. https://doi.org/10.3970/cmc.2010.020.243
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Based on the upper bound theorem, the fire resistance is studied using the combination of element collapse mechanisms of steel frames, where the element collapse mechanisms are automatically determined from independent mechanisms. The fire limit load is calculated by solving a nonlinear mathematical programming. The computing procedure is programmed by FORTRAN language. Results show that this method is useful to find the collapse mechanism with the lowest fire limit load, which can provide a theoretical and practical way for the fire design of steel frame structure.Keywords
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APA Style
Zhang, R., Zhang, H., Bai, Y., Gao, J., Zhang, L. et al. (2010). Fire safety analysis of plastic steel frames. Computers, Materials & Continua, 20(3), 243-250. https://doi.org/10.3970/cmc.2010.020.243
Vancouver Style
Zhang R, Zhang H, Bai Y, Gao J, Zhang L, Xu B. Fire safety analysis of plastic steel frames. Comput Mater Contin. 2010;20(3):243-250 https://doi.org/10.3970/cmc.2010.020.243
IEEE Style
R. Zhang, H. Zhang, Y. Bai, J. Gao, L. Zhang, and B. Xu, “Fire Safety Analysis of Plastic Steel Frames,” Comput. Mater. Contin., vol. 20, no. 3, pp. 243-250, 2010. https://doi.org/10.3970/cmc.2010.020.243
Copyright © 2010 The Author(s). Published by Tech Science Press.This work is licensed under a Creative Commons Attribution 4.0 International License , which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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