Zobrazeno 1 - 6
of 6
pro vyhledávání: '"Shahriar Tavousi tafreshi"'
Publikováno v:
Journal of Rehabilitation in Civil Engineering, Vol 11, Iss 1, Pp 141-177 (2023)
Experimental and numerical studies are carried out in this study to characterize the flexural properties of ultra-high-performance fiber-reinforced concrete (UHPFRC) beams with and without an initial notch reinforced with micro steel fibers in overal
Externí odkaz:
https://doaj.org/article/03d3d8de59254a309012631553020707
Publikováno v:
Buildings, Vol 13, Iss 6, p 1565 (2023)
Fabrication of ultra-high-performance concrete (UHPC) is costly, especially when commercial materials are used. Additionally, in contrast to conventional concrete, numerical procedures to simulate the behaviour of ultra-high-performance fibre-reinfor
Externí odkaz:
https://doaj.org/article/d933a4af969e4e268f44517cbba28bdc
Publikováno v:
Buildings, Vol 12, Iss 11, p 1839 (2022)
Building information modeling (BIM) has improved efficiency in construction projects by utilizing digital instrument capabilities. However, the use of this technology has brought new challenges, particularly legal and contract issues. Conventional co
Externí odkaz:
https://doaj.org/article/eae7939f1da743849c2962ab38cf3a71
Publikováno v:
Iranian Rehabilitation Journal, Vol 13, Iss 4, Pp 13-19 (2015)
Objectives: The aim of this study is to evaluate the effects of olfaction, audition and tactile senses in mobility and orientation of blinds. Methods: The statistical sample of this research included 100 blind persons aged between 16 and 75 years (6
Externí odkaz:
https://doaj.org/article/cd0d9e6d958f43509c7805b50bc9fda5
Publikováno v:
Buildings; Volume 13; Issue 6; Pages: 1565
Fabrication of ultra-high-performance concrete (UHPC) is costly, especially when commercial materials are used. Additionally, in contrast to conventional concrete, numerical procedures to simulate the behaviour of ultra-high-performance fibre-reinfor
Autor:
Shahriar Tavousi Tafreshi, Pooria Hafiz Hafiz, Hooman Farahmand, Mohammad Reza Azadi Kakavand
Publikováno v:
Ciência e Natura. 37:247
Experimental research activities and post-earthquake considerations have demonstrated that reinforcedconcrete columns with light or widely spaced transverse reinforcement are vulnerable to shear failure duringearthquakes. According to this point by u