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Fire Behavior of the Assembled Monolithic Hollow-Ribbed Slabs

  1. in Engineering Mechanics, v. 28 (2011), p. 145
  2. in Journal of Building Structures, v. 32 (2011), p. 75
  3. in China Civil Engineering Journal, v. 36 (2003), p. 7
  4. Mosalam, Khalid M. / Naito, Clay J. (2002): Seismic Evaluation of Gravity-Load-Designed Column-Grid System. Dans: Journal of Structural Engineering (ASCE), v. 128, n. 2 (février 2002).

    https://doi.org/10.1061/(asce)0733-9445(2002)128:2(160)

  5. Howard, C. Q. / Hansen, C. H. (2003): Vibration analysis of waffle floors. Dans: Computers & Structures, v. 81, n. 1 (janvier 2003).

    https://doi.org/10.1016/s0045-7949(02)00348-6

  6. do Socorro Melo de Souza, Shirley / Shehata, Ibrahim Abd El Malik / da Conceição Domingues Shehata, Lidia (2016): Shear resistance of reinforced concrete waffle flat slabs around the solid panel. Dans: Materials and Structures, v. 49, n. 4 (avril 2016).

    https://doi.org/10.1617/s11527-015-0582-x

  7. Bailey, Colin G. / Toh, Wee Siang (2007): Small-scale concrete slab tests at ambient and elevated temperatures. Dans: Engineering Structures, v. 29, n. 10 (octobre 2007).

    https://doi.org/10.1016/j.engstruct.2007.01.023

  8. Dong, Yu-Li / Zhu, Chong-ji (2011): Limit Load Carrying Capacity of Two-Way Slabs with Two Edges Clamped and Two Edges Simply Supported in Fire. Dans: Journal of Structural Engineering (ASCE), v. 137, n. 10 (octobre 2011).

    https://doi.org/10.1061/(asce)st.1943-541x.0000360

  9. Moss, P. J. / Dhakal, R. P. / Wang, G. / Buchanan, A. H. (2008): The fire behaviour of multi-bay, two-way reinforced concrete slabs. Dans: Engineering Structures, v. 30, n. 12 (décembre 2008).

    https://doi.org/10.1016/j.engstruct.2008.05.028

  10. Li B. (2015), "Fire behaviour of continuous reinforced concrete slabs in a full-scale multi-storey steel-framed building" in Fire Safety Journal, v. 71, Elsevier BV, p. 226-237

    https://doi.org/10.1016/j.firesaf.2014.11.021

  11. Yang Z.N. (2013), "Fire tests on two-way concrete slabs in a full-scale multi-storey steel-framed building" in Fire Safety Journal, v. 58, Elsevier BV, p. 38-48

    https://doi.org/10.1016/j.firesaf.2013.01.023

  12. Wang Y. (2013), "A fire test on continuous reinforced concrete slabs in a full-scale multi-story steel-framed building" in Fire Safety Journal, v. 61, Elsevier BV, p. 232-242

    https://doi.org/10.1016/j.firesaf.2013.08.005

  13. Kakogiannis Dimitrios (2013), "Blast performance of reinforced concrete hollow core slabs in combination with fire: Numerical and experimental assessment" in Fire Safety Journal, v. 57, Elsevier BV, p. 69-82

    https://doi.org/10.1016/j.firesaf.2012.10.027

  14. Kodur V.K.R. (2008), "A numerical model for predicting the fire resistance of reinforced concrete beams" in Cement and Concrete Composites, v. 30, n. 5, Elsevier BV, p. 431-443

    https://doi.org/10.1016/j.cemconcomp.2007.08.012

  15. Lim, Linus / Buchanan, Andrew / Moss, Peter / Franssen, Jean-Marc (2004): Numerical modelling of two-way reinforced concrete slabs in fire. Dans: Engineering Structures, v. 26, n. 8 (juillet 2004).

    https://doi.org/10.1016/j.engstruct.2004.03.009

  16. in Journal of Building Materials, v. 14 (2011), p. 406

Publicité

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  • Reference-ID
    10376509
  • Publié(e) le:
    12.10.2019
  • Modifié(e) le:
    12.10.2019