Zobrazeno 1 - 10
of 70
pro vyhledávání: '"Irmawaty Rita"'
Publikováno v:
E3S Web of Conferences, Vol 328, p 10012 (2021)
The purpose of this study was to understand the deflection behavior of reinforced concrete beams using GFRP bar as flexural reinforcement and GFRP sheet as shear reinforcement. The tested beams with dimensions of span length were 3000 mm, width of 15
Externí odkaz:
https://doaj.org/article/0faa34ac39104543be73892dc9b8c10b
Publikováno v:
MATEC Web of Conferences, Vol 258, p 05035 (2019)
Experimental and analytical studies on the behavior of interface between old and new deck slabs were investigated in this study. The test was performed to represent a bridge widening method that has been developed in Japan. Therefore, each specimen c
Externí odkaz:
https://doaj.org/article/d1fa4e83fc464a1dae34310389f13b37
Publikováno v:
MATEC Web of Conferences, Vol 181, p 11004 (2018)
Pre-stressed concrete (PC) sheet piles are commonly used for river revetment, retaining wall, etc. However, it has not been used in port and harbor structure due to corrosive environmental conditions, which is severe for steel corrosion in concrete s
Externí odkaz:
https://doaj.org/article/fcc16c1c086d4c23bf5b42b33e81ff0e
Publikováno v:
MATEC Web of Conferences, Vol 138, p 02018 (2017)
This paper presents reduced beam section (RBS) technique on castellated beam. Aim of this study is to ensure the plastic moment reach far from column face without significant of strength decreasing. Four models of castellated beam with various types
Externí odkaz:
https://doaj.org/article/d7fa232608f54d6695567dcfe4fec881
Publikováno v:
MATEC Web of Conferences, Vol 138, p 02009 (2017)
Nowadays, castellated beam becomes popular in building structural as beam members. This is due to several advantages of castellated beam such as increased depth without any additional mass, passing the underfloor service ducts without changing of sto
Externí odkaz:
https://doaj.org/article/0e3c8d48a9fa41048a942119da172832
Publikováno v:
MATEC Web of Conferences, Vol 47, p 02008 (2016)
Six prestressed concrete beams (PC beam) were used for evaluation, consist of four post-tension beams (PC-O) and two pre-tension beams (PC-R). In order to investigate the effect of crack on prestress loss and bending capacity after long-term exposed,
Externí odkaz:
https://doaj.org/article/1f7b283809894548a69ced9d8186ce63
Publikováno v:
In Case Studies in Construction Materials December 2022 17
Publikováno v:
In Structures September 2022 43:1134-1144
Autor:
Caronge, Muhammad Akbar, Tjaronge, M.W., Rahim, Irwan Ridwan, Irmawaty, Rita, Lapian, Franky E.P.
Publikováno v:
In Journal of Building Engineering 15 July 2022 52
Publikováno v:
Engineering, Technology & Applied Science Research; Oct2024, Vol. 14 Issue 5, p17357-17362, 6p