Zobrazeno 1 - 10
of 16
pro vyhledávání: '"Maetee Boonpichetvong"'
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 18, Iss 1, Pp 1-16 (2024)
Abstract This paper presents an experimental study on the behavior of low-strength concrete columns confined with cold-formed steel under axial compression. The laboratory test specimens consist of four groups of rectangular concrete stub columns in
Externí odkaz:
https://doaj.org/article/75d86969d1fb4c3b8e20390ced0dc15a
Publikováno v:
Engineering and Applied Science Research, Vol 45, Iss 1, Pp 56-64 (2018)
This paper applied a nonlinear finite element model to study the effect of discrete metal sheet confinement on the uniaxial compressive strength of concrete columns. The columns in this study had circular cross sections with a diameter of 15 cm and a
Externí odkaz:
https://doaj.org/article/f85294fa81354048aa15154cd3dd4bb4
Publikováno v:
International Journal of Technology, Vol 7, Iss 7, Pp 1132-1140 (2016)
This paper introduced a nonlinear finite element model using Msc.MARC to study behavior of concrete columns partially confined with metal sheet strips under uniaxial compression. The concrete and the metal sheet parts were modeled using the linea
Externí odkaz:
https://doaj.org/article/0d400d18a3714dc4b1735ababb991a9a
Publikováno v:
International Journal of Technology, Vol 7, Iss 7, Pp 1171-1178 (2016)
This study investigates brick types and masonry prisms under compressive loading according to ASTM C1314–14 as the basic parameters for evaluating lateral resistance of masonry infill walls and to compare compressive strength amongst various bri
Externí odkaz:
https://doaj.org/article/992068177bbf472c8fe9e3e50542e943
Publikováno v:
KKU Engineering Journal, Vol 41, Iss 4, Pp 517-525 (2014)
This paper proposed a nonlinear finite element model to investigate mechanism and behavior of the concrete columns confined with metal sheet. Three dimensional modeling was chosen. Concrete was modeled using the Drucker-Prager yield criterion and a s
Externí odkaz:
https://doaj.org/article/df01c7d952ab42cf8ca0e6e14fde0355
Publikováno v:
Civil Engineering Journal (2476-3055); Nov2023, Vol. 9 Issue 11, p2752-2769, 18p
Autor:
Maetee Boonpichetvong, Tanyada Pannachet, Piyawat Foytong, Nontawit Muangnoi, Apichat Janpila, Anat Ruangrassamee, Natthapong Areemit
Publikováno v:
International Journal of GEOMATE. 18
Every year, earthquakes cause injuries, deaths, severe structural damage to buildings anddestruction of property in many countries. In developing countries, economic growth depends on industrialdevelopment. Therefore, if an earthquake occurs, it may
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::92960deec6ea936694706b3bd0cd5d91
https://doi.org/10.21660/2020.69.9186
https://doi.org/10.21660/2020.69.9186
Publikováno v:
International Journal of Technology, Vol 7, Iss 7, Pp 1171-1178 (2016)
This study investigates brick types and masonry prisms under compressive loading according to ASTM C1314–14 as the basic parameters for evaluating lateral resistance of masonry infill walls and to compare compressive strength amongst various brick
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2e89a7916d5d3fac7bef0f5d70a481ab
http://ijtech.eng.ui.ac.id/article/view/303
http://ijtech.eng.ui.ac.id/article/view/303
Publikováno v:
Applied and Computational Mechanics, Vol 12, Iss 2, Pp 159-174 (2018)
This paper presents numerical results from modeling of bi-material problems using the element-free Galerkin method. The conventional EFG shape functions do not pass through the nodal data, imposition of nodal constraints brings difficulties, thus som
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::93558a7ab1d218fe28351a313f0a8945
http://hdl.handle.net/11025/30878
http://hdl.handle.net/11025/30878
Publikováno v:
Civil Engineering Journal. 4:2529
This paper investigated effect of concrete strength on axial strength improvement of the metal sheet confined concrete cylinders under axial compression. Totally, 27 concrete specimens were tested based on three different concrete strengths of approx
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::63a662ce7d042290e2a44317ab97d6ce
https://doi.org/10.28991/cej-03091178
https://doi.org/10.28991/cej-03091178