Reliability of tunnel lining design using the hyperstatic reaction method (2018)
Fonte: Tunnelling and Underground Space Technology. Unidade: EESC
Assuntos: TÚNEIS, INTERAÇÃO SOLO-ESTRUTURA, ESTRUTURAS, MÉTODO DE MONTE CARLO, ESTRUTURAS
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KROETZ, Henrique Machado et al. Reliability of tunnel lining design using the hyperstatic reaction method. Tunnelling and Underground Space Technology, v. 77, p. 59-67, 2018Tradução . . Disponível em: https://doi.org/10.1016/j.tust.2018.03.028. Acesso em: 14 set. 2024.APA
Kroetz, H. M., Do, N. A., Dias, D., & Beck, A. T. (2018). Reliability of tunnel lining design using the hyperstatic reaction method. Tunnelling and Underground Space Technology, 77, 59-67. doi:10.1016/j.tust.2018.03.028NLM
Kroetz HM, Do NA, Dias D, Beck AT. Reliability of tunnel lining design using the hyperstatic reaction method [Internet]. Tunnelling and Underground Space Technology. 2018 ; 77 59-67.[citado 2024 set. 14 ] Available from: https://doi.org/10.1016/j.tust.2018.03.028Vancouver
Kroetz HM, Do NA, Dias D, Beck AT. Reliability of tunnel lining design using the hyperstatic reaction method [Internet]. Tunnelling and Underground Space Technology. 2018 ; 77 59-67.[citado 2024 set. 14 ] Available from: https://doi.org/10.1016/j.tust.2018.03.028
