Zobrazeno 1 - 10
of 49
pro vyhledávání: '"Jafril Tanjung"'
Publikováno v:
Siklus: Jurnal Teknik Sipil, Vol 9, Iss 2, Pp 164-175 (2023)
Dinding penahan tanah (DPT) dibangun untuk mengatasi kelongsoran. Salah satu konstruksi DPT yang sering dipakai adalah DPT segmental atau Segmental Retaining Wall (SRW) yang terdiri dari 2 tipe yaitu SRW gravity dan SRW reinforced. SRW gravity merupa
Externí odkaz:
https://doaj.org/article/f9d2d129abed4f618d85ff13412d0516
Publikováno v:
Buildings, Vol 12, Iss 10, p 1496 (2022)
A series of structural tests were conducted to examine the seismic performance of masonry infills strengthened with particular materials on infilled reinforced concrete (RC) frame structures. Six 1:4 scaled-down RC frame specimens had been prepared,
Externí odkaz:
https://doaj.org/article/97185672b2494fdc9687b09abe7d33e3
Publikováno v:
Jurnal Teknik Sipil, Vol 24, Iss 2, Pp 145-152 (2017)
This paper presents the series of experimental tests of reinforced-concrete (R/C) frame structures infilled with solid brick wall and opening brick walls to evaluate contributions of brick infills with openings to lateral strength of RC frames. Four
Externí odkaz:
https://doaj.org/article/ce9efc3eae2e4c8e94e4e44dae0d473f
Autor:
Jafril Tanjung, Maidiawati
Publikováno v:
Jurnal Teknik Sipil, Vol 23, Iss 2, Pp 99-106 (2016)
Reinforced-Concrete (R/C) frame structures with unreinforced clay brick masonry (URM) infill walls are commonly used in developing countries with regions of high seismicity. The walls are usually treated as non-structural components, and their intera
Externí odkaz:
https://doaj.org/article/0686514a91c948038468a02038631edf
Publikováno v:
Journal of Engineering Science and Technology, Vol 11, Iss 4, Pp 548-562 (2016)
This paper presents the test results of experimental study on shear strength of reinforced concrete beams without stirrups. The test variables in this study were type of beam cross section and ratio of longitudinal reinforcement. Six simple supported
Externí odkaz:
https://doaj.org/article/7cbebf6bcf3f41e390702759fdd2fc91
Autor:
Jafril Tanjung
Publikováno v:
Jurnal Teknik Sipil, Vol 17, Iss 3, Pp 81-90 (2010)
In this analytical study a 3D nonlinear parallel FEM algorithm was developed to overcome the physical limitation of a single processor computer when analysing the dynamic response of interaction between a large-scale saturated soil layers and civil s
Externí odkaz:
https://doaj.org/article/0045d48379f6482a9755fca839b498df
Autor:
Jafril Tanjung
Publikováno v:
Jurnal Teknik Sipil, Vol 17, Iss 3 (2010)
Abstract. In this second paper, a validation and performance of the nonlinear parallel FEM proposed in the first paper are evaluated. An experimental model for investigating a seismic earth pressure has been simulated for numerically validation purpo
Externí odkaz:
https://doaj.org/article/2532bd193c88420090683e1548878d01
Autor:
Jafril Tanjung
Publikováno v:
Jurnal Teknik Sipil, Vol 17, Iss 2 (2010)
Abstract. In this analytical study a 3D nonlinear parallel FEM algorithm was developed to overcome the physical limitation of a single processor computer when analysing the dynamic response of interaction between a large-scale saturated soil layers a
Externí odkaz:
https://doaj.org/article/e1fa0175c5bd4d299ea36054b653304e
Publikováno v:
Civil and Environmental Engineering. 18:448-460
A simple and accurate analytical model for defining the lateral strength of the multi-span RC frame with masonry infill has been developed in this study. This model is developed due to the limitation of the current analytical model which only can be
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a95bcf54eb3a43bab8e1bd5db847f380
https://doi.org/10.2478/cee-2022-0042
https://doi.org/10.2478/cee-2022-0042
Publikováno v:
Civil and Environmental Engineering.
Rankine's theory stated that the soil failure plane behind the monolith retaining wall is a linear equation and is applied similarly to the plane of precast block retaining walls. However, the actual failure plane in the field may differ from the the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::92862d30c0c02a8d1bdc18c8b319e82e
https://doi.org/10.2478/cee-2023-0008
https://doi.org/10.2478/cee-2023-0008