Zobrazeno 1 - 8
of 8
pro vyhledávání: '"Mohand Hamizi"'
Publikováno v:
Slovak Journal of Civil Engineering, Vol 30, Iss 1, Pp 21-32 (2022)
The present paper investigates the effect of the harmfulness of a potential earthquake on structural and seismic risks. It takes into account the magnitude, epicentral distance, and pseudo depth at the hypocenter as well as the soil classification in
Externí odkaz:
https://doaj.org/article/4377d05dbb234175be31039291c2ce02
Publikováno v:
Asian Journal of Civil Engineering. 19:13-25
Researchers using structural analysis software (design software) like SAP2000® state that the plastic hinge length (L p) can be calculated based on analytical formulae, and is considered constant during the loading procedure. However, this datum var
Publikováno v:
Frontiers of Structural and Civil Engineering. 12:318-330
The objective of this study is, to interpret the influence of reinforced concrete walls addition in reinforced concrete frame structures considering behavior laws that reflects the actual behavior of such structures, by means of Castem2000computer co
Publikováno v:
Frontiers of Structural and Civil Engineering. 10:445-455
The advanced design rules and the latest known earthquakes, have imposed a strengthening of reinforced concrete structures. Many research works and practical achievements of the application of the external reinforcement by using FRP composite materia
Publikováno v:
Applied Mechanics and Materials. :974-978
This paper presents an analytical study on the behavior of reinforced concrete walls with rectangular cross section and aspect ratio less or equal to one. Several experiments on such walls have been selected to be studied. Database from various exper
Publikováno v:
International Journal of Engineering and Technology. :635-640
The experimental tests, carried out on the reinforced concrete walls under a horizontal, a cyclic and a seismic loading, have all shown that these RC walls have a more performing behavior when the steel bars are placed according to the direction of t
This paper presents an analytical study on the behavior of reinforced concrete walls with rectangular cross section. Several experiments on such walls have been selected to be studied. Database from various experiments were collected and nominal shea
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9b89baa095bccd13c8f635924f7ecce8
Publikováno v:
International Review of Civil Engineering; May2012, Vol. 3 Issue 3, p234-239, 6p