Zobrazeno 1 - 6
of 6
pro vyhledávání: '"confinement relationships"'
Publikováno v:
Journal of Civil Engineering and Management, Vol 23, Iss 6 (2017)
The current paper aims to present the results of an experimental investigation into the compressive strength of pre-stressed steel tube-confined compressed concrete (PSTC) stub columns. Here, to prestress the confined concrete, an innovative techniqu
Externí odkaz:
https://doaj.org/article/0fa8a279b91940088aa4e9ccc89c8466
Publikováno v:
Journal of Civil Engineering and Management, Vol 23, Iss 6 (2017)
Journal of Civil Engineering and Management; Vol 23 No 6 (2017); 699-711
Journal of Civil Engineering and Management; Vol 23 No 6 (2017); 699-711
The current paper aims to present the results of an experimental investigation into the compressive strength of pre-stressed steel tube-confined compressed concrete (PSTC) stub columns. Here, to prestress the confined concrete, an innovative techniqu
Autor:
Mahdi Nematzadeh, Akbar Haghinejada
Publikováno v:
Latin American Journal of Solids and Structures, Volume: 13, Issue: 5, Pages: 916-944, Published: MAY 2016
Latin American Journal of Solids and Structures v.13 n.5 2016
Latin American journal of solids and structures
Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)
instacron:ABCM
Latin American Journal of Solids and Structures, Vol 13, Iss 5, Pp 916-944
Latin American Journal of Solids and Structures v.13 n.5 2016
Latin American journal of solids and structures
Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)
instacron:ABCM
Latin American Journal of Solids and Structures, Vol 13, Iss 5, Pp 916-944
This paper presents a nonlinear analysis of axially loaded steel tube-confined concrete (STCC) stub columns with new confinement relationships. For this aim, a 3-D finite element model of STCC columns using ABAQUS program is developed and validated a
Autor:
Akbar Haghinejada, Mahdi Nematzadeh
Publikováno v:
Latin American Journal of Solids and Structures, Vol 13, Iss 5, Pp 916-944
Abstract This paper presents a nonlinear analysis of axially loaded steel tube-confined concrete (STCC) stub columns with new confinement relationships. For this aim, a 3-D finite element model of STCC columns using ABAQUS program is developed and va
Externí odkaz:
https://doaj.org/article/3b3626311f424e5587e885e6c318feff
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