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Analysis on Super-Long Frame Structure of Main Building of Conventional Island

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Proceedings of The 20th Pacific Basin Nuclear Conference (PBNC 2016)

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Abstract

Longitudinal length of main building of conventional island of nuclear power plant is far beyond the stipulation of relevant specifications about the maximum interval of the expansion joint. In this article, the influence of structure internal force and material utilization amount is analyzed from considering anti-seismic and thermal action. And the conclusion is given in the end.

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References

  1. GB 50009-2012 Load code for the design of building structures [S]. Beijing: China Architecture & Building Press, 2012.

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  2. GB 50010-2010 Code for design of concrete structures [S]. Beijing: China Architecture & Building Press, 2010.

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  3. GB 50011-2010 Code for seismic design of building [S]. Beijing: China Architecture & Building Press, 2010.

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  4. DL/T 5095-2013 Technical code for design load of main building in fossil-fired power plant and the conventional island of nuclear power plant [S]. Beijing: China Planning Press, 2014.

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Correspondence to Shi Lichao .

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© 2017 Springer Science+Business Media Singapore

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Lichao, S., Zhicong, W., Weichao, J., Yankun, H. (2017). Analysis on Super-Long Frame Structure of Main Building of Conventional Island. In: Jiang, H. (eds) Proceedings of The 20th Pacific Basin Nuclear Conference. PBNC 2016. Springer, Singapore. https://doi.org/10.1007/978-981-10-2314-9_5

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  • DOI: https://doi.org/10.1007/978-981-10-2314-9_5

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  • Publisher Name: Springer, Singapore

  • Print ISBN: 978-981-10-2313-2

  • Online ISBN: 978-981-10-2314-9

  • eBook Packages: EnergyEnergy (R0)

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