Zobrazeno 1 - 6
of 6
pro vyhledávání: '"Thamir K. Mahmoud"'
Publikováno v:
Journal of Engineering, Vol 20, Iss 10 (2023)
In this paper, the behavior of spliced steel girders under static loading is investigated. A group of seven steel I-girders were tested experimentally. Two concentrated loads were applied to each specimen at third points and the load was increased in
Externí odkaz:
https://doaj.org/article/474891ea712d4d93b52c8ebc803d6443
Publikováno v:
Journal of Engineering, Vol 18, Iss 05 (2023)
This research presents experimental and theoretical investigation of 15 reinforced concrete spliced and nonspliced girder models. Splices of hooked dowels and cast in place joints, with or without strengthening steel plates were used. Post-tensioning
Externí odkaz:
https://doaj.org/article/de60f0e209834030891c21a469387bb1
Publikováno v:
Journal of Engineering, Vol 24, Iss 4 (2018)
In this paper, the time-history responses of a square plan two-story reinforced concrete prototype building, considering the elastic and inelastic behavior of the materials, were studied numerically. ABAQUS software was used in three-dimensional (3D)
Externí odkaz:
https://doaj.org/article/7ef905be29314d0c9b138f25eeac33cc
Autor:
Thamir K. Mahmoud, Ali H. Nasser
Publikováno v:
Journal of Engineering, Vol 15, Iss 04 (2009)
The present research is concerned with experimental and analytical studies of prestressed concrete spliced and non-spliced girder models. The test groups consisted of (16) girders of rectangular sections. Eight girders are spliced while the other eig
Externí odkaz:
https://doaj.org/article/d52df14154834332a238a90b356bc3af
Publikováno v:
Engineering Journal, Vol 24, Iss 4 (2018)
In this paper, the time-history responses of a square plan two-story reinforced concrete prototype building, considering the elastic and inelastic behavior of the materials, were studied numerically. ABAQUS software was used in three-dimensional (3D)
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a9256265d18fd3dbbb3363ee5ca5076d
https://doi.org/10.31026/j.eng.2018.04.08
https://doi.org/10.31026/j.eng.2018.04.08
Publikováno v:
Structures Congress 2013.
In this paper, the behavior of spliced steel girders under impact loading is investigated. A group of seven steel I-girders (one reference and six spliced) are tested experimentally. Each girder is subjected to impact at mid span through a specially
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c9e867e33ae86ed7fad44bcd15b8235a
https://doi.org/10.1061/9780784412848.014
https://doi.org/10.1061/9780784412848.014