Zobrazeno 1 - 4
of 4
pro vyhledávání: '"Susilahadi Susilahadi"'
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 1108:012003
Many methods can be used in the repair of bridges or other structural buildings. The aim is to increase the existing capacity. In the reinforced concrete beam structure, capacity of structural elements can be carried out by reinforcement method. The
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a087c6023f3640b7362f80234b282d2b
https://doi.org/10.1088/1757-899x/1108/1/012003
https://doi.org/10.1088/1757-899x/1108/1/012003
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 830:022072
Part of shear forces on reinforced concrete structures, will be borne by stirrup. According to Indonesia concrete standard, a closed stirrup must be used in earthquake prone areas. The end of the stirrups should be a hook with an angle ≥ 135°. The
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f5d6362edcacacef3d65b65eb794b90c
https://doi.org/10.1088/1757-899x/830/2/022072
https://doi.org/10.1088/1757-899x/830/2/022072
Publikováno v:
Jurnal Poli-Teknologi. 17
Increasing capacity of structures can be done by various methods, one of them is by reinforcing on bridge structure.Reinforcement by using strand has been used on building construction but on reinforced concrete beams because of the problems on it’
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2e4200973d1046f602b3864aaec969a1
https://doi.org/10.32722/pt.v17i1.1106
https://doi.org/10.32722/pt.v17i1.1106
Publikováno v:
Jurnal Poli-Teknologi. 17
Reinforcing method of reinforced concrete beam has been done in Indonesia, one of them is by using of strand stressing. Strandstressing need additional technology so that strand reinforcing is not much in demand. Strand has high strength, so using st
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::33a8cf34b659d1d003ddd7f43dc6fa0b
https://doi.org/10.32722/pt.v17i1.1107
https://doi.org/10.32722/pt.v17i1.1107