Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Biplab Behera"'
Autor:
Biplab Behera, Radhikesh Prasad Nanda
Publikováno v:
Case Studies in Construction Materials, Vol 16, Iss , Pp e01113- (2022)
In a severe earthquake, the walls of brick buildings experience in-plane shear and out-of-plane bending, leading to diagonal crack and corner failure, respectively. In this study, an experimental investigation was carried out to observe the above dam
Externí odkaz:
https://doaj.org/article/5fca4d61bdd641eb9e0274c992f5ed4c
Publikováno v:
International Journal for Research in Applied Science and Engineering Technology. 10:945-949
India is mainly an agricultural country. Agriculture is the most important occupation for the most of the Indian families. It plays vital role in the development of agricultural country. In India, agriculture contributes about16% of total GDP and 10%
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dba7748cb336e0f4271cd701eaaf0c96
https://doi.org/10.22214/ijraset.2022.42273
https://doi.org/10.22214/ijraset.2022.42273
Publikováno v:
Materials Today: Proceedings. 38:2612-2616
Geosynthetic products have been utilized widely in numerous Civil Engineering construction. The paper presents performances of in-plane shear for brick masonry panels strengthened with two varieties of geosynthetics. The walls were strengthened with
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e957aaba58e97021c6f7965f2e790a9a
https://doi.org/10.1016/j.matpr.2020.08.199
https://doi.org/10.1016/j.matpr.2020.08.199
Autor:
Biplab Behera, Radhikesh Prasad Nanda
Publikováno v:
International Journal of Civil Engineering. 18:655-664
In this study, two types of shear-deficient beams having different stirrup spacing (150 mm c/c and 300 mm c/c) were used. The performances of shear-deficient beam strengthened with externally and internally wrapped GFRP were tested under three-point
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9b8a3e591594b31fc19830e1de68c3e1
https://doi.org/10.1007/s40999-020-00498-4
https://doi.org/10.1007/s40999-020-00498-4
Autor:
Biplab Behera, Radhikesh Prasad Nanda
Publikováno v:
Engineering Structures. 227:111411
An experimental investigation was carried out to study the strengthening performance of brick masonry prisms and panels via geogrid reinforcement embedded in brick mortar. A compressive strength test was performed for brick prisms, while a diagonal c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cad3a7e977c1570d09cdf5bb4285fd8b
https://doi.org/10.1016/j.engstruct.2020.111411
https://doi.org/10.1016/j.engstruct.2020.111411
Publikováno v:
Construction and Building Materials. 263:120949
In this study, an experimental study was carried to investigate the effects of fly ash (FA) and metakaolin (MK) as a partial replacement for Portland slag cement (PSC), and Recron 3s fiber as an additive, on the mechanical properties of concrete. Com
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d8a2737eced71f67645910228d72afd3
https://doi.org/10.1016/j.conbuildmat.2020.120949
https://doi.org/10.1016/j.conbuildmat.2020.120949
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 970:012008
When exposed to simultaneous in-plane and out-of-plane behaviour generated by earthquakes or high wind pressure, unreinforced masonry (URM) walls are vulnerable to failure. The paper presents the performance of brick masonry panels using non-woven ge
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ef0d52a46ed048a7a683ad6a81d88ea0
https://doi.org/10.1088/1757-899x/970/1/012008
https://doi.org/10.1088/1757-899x/970/1/012008