Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Taïeb Branci"'
Publikováno v:
Studia Geotechnica et Mechanica. 45:41-54
In today's time, most seismic design codes are based on a linear elastic force-based approach that includes the nonlinear response (ductility and overstrength) of the structure through a reduction factor (named behavior factor q in Eurocode 8 [EC8]).
Publikováno v:
Key Engineering Materials. 763:98-105
The behaviour factor (q-factor) is a factor introduced in Eurocode-8 (EC8) to reduce the seismic elastic forces of structures obtained from an elastic analysis accounting for their ductility and overstrength. Seismic codes, especially the EC8, gives
Publikováno v:
Procedia Engineering. 199:397-403
The structural performance limit (SPL) is an important parameter in the qualification of the behaviour factor (BF), because this factor is involved in the selection failure mode of the structure. EC8 does not indicate accurately criteria for define t
Publikováno v:
Periodica Polytechnica Civil Engineering.
In seismic codes, the capacity of structures is calculated using capacity design procedure based on the concept of base shear. The critical parameter in this procedure is the behaviour factor (q-factor), which allows designing the structures at the u
Autor:
Taïeb Branci, Samira Bouyakoub
Publikováno v:
Lecture Notes in Mechanical Engineering ISBN: 9783319414676
The seismic response of a building structure is generally evaluated using simplified methods based on elastic response spectra which pass by a linear elastic analysis still takes no account of the true behavior of the structure which may be the both
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::99cd4969bd612a097cba6353ec865f03
https://doi.org/10.1007/978-3-319-41468-3_28
https://doi.org/10.1007/978-3-319-41468-3_28
According to current seismic codes the structures are calculated using the capacity design procedure based on the concept of shear at the base depending on several parameters including behavior factor which is considered to be the most important para
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ca5b5945aec7044439347736d7b87b3a
Autor:
Djamal Yahmi, Taïeb Branci
Publikováno v:
Proceedings of the 5th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015).
Publikováno v:
Revue européenne de génie civil. 10:457-474
Building codes, as Algerian code RPA 99, don't allow the use of the equivalent static load method to design buildings presenting a setback in plan and elevation when submitted to seismic loads. One of the reasons is that this method is based on the f
Publikováno v:
Journal of Materials and Engineering Structures, Vol 9, Iss 1, Pp 5-16 (2022)
In this paper, a new analytical calculation method is presented to study the free vibration behavior of a tall building structure with constant properties over its entire height. The proposed calculation method is based on Alembert's principle, and t
Externí odkaz:
https://doaj.org/article/6c148a9596d5485abab58f9634f0f538