Zobrazeno 1 - 10
of 50
pro vyhledávání: '"Nouredine Bourahla"'
Publikováno v:
Journal of Soft Computing in Civil Engineering, Vol 8, Iss 2, Pp 102-118 (2024)
Predicting the propagation of ground vibration wave, induced by highways, railways, electrical power plants and other industrial activities, in their vicinity is of paramount importance to evaluate the degree of nuisance to populations, buildings and
Externí odkaz:
https://doaj.org/article/b667d6fc758f4b3485ee5ba8f577ebd4
Publikováno v:
ENP Engineering Science Journal, Vol 1, Iss 2, Pp 62-68 (2021)
From structural and material point of view each historic monument is a textbook case, as it differs in shape, age, material characteristics and level of preservation. New means and approaches are used for geometric and shape survey, material and moda
Externí odkaz:
https://doaj.org/article/0e81d3677fb445468f232d91e995539b
Publikováno v:
Građevinar, Vol 73, Iss 03., Pp 219-234 (2021)
Numerous studies on masonry infill panels have greatly contributed to the research of strength, stiffness and energy dissipation capacity of various buildings. If the effects of masonry panels are disregarded, structural damage will occur under any s
Externí odkaz:
https://doaj.org/article/1004282c97974c8cbbbd108d979abf15
Publikováno v:
Građevinar, Vol 72, Iss 09., Pp 771-780 (2020)
In this paper, the effect of openings on global performance of Cold Formed Steel Shear Wall Panels is investigated numerically using the ABAQUS software. A benchmark model is first validated in terms of lateral shear capacity and nonlinear behaviour
Externí odkaz:
https://doaj.org/article/35ad9130b41f407fb6f8abcd60f943ce
Publikováno v:
Građevinar, Vol 72, Iss 02., Pp 139-149 (2020)
Severe earthquake ground motions can cause various levels of damage to reinforced concrete structures. Among others, damage index (DI) is a reliable means to quantitatively measure the extent of damage that can be endured by a structure in such circu
Externí odkaz:
https://doaj.org/article/2945984a573745e4b779df1c27e47dd8
Publikováno v:
Journal of Materials and Engineering Structures, Vol 6, Iss 4, Pp 565-581 (2019)
The concept of frequency gaps in phononic crystals is widely used in physics. The feasibility and efficiency of applying this principle in damping out seismic and mechanical induced vibrations in real scale of civil engineering constructions are pres
Externí odkaz:
https://doaj.org/article/6bdb2503e04c430e8491019e20b5de09
Numerical evaluation of shear strength of CFS shear wall panels for different height-to-width ratios
Publikováno v:
Journal of Materials and Engineering Structures, Vol 5, Iss 4, Pp 399-417 (2019)
This paper presents a numerical evaluation of the shear strength of Cold Formed Steel Shear Wall Panels (CFS-SWPs) having 1.33:1 and 1:1 height-to-width aspect ratios with 0.76 mm steel plate sheathing thickness and 1:4, 1.33:1 and 1:1 height-to-widt
Externí odkaz:
https://doaj.org/article/dda6560522f145d0b72262008f08a648
Publikováno v:
Shock and Vibration, Vol 2020 (2020)
Replicating acceleration time histories with high accuracy on shaking table platforms is still a challenging task. The complex interference between the components of the system, the inherent nonlinearities, and the coupling effect between the specime
Externí odkaz:
https://doaj.org/article/ab76bdc0f4a84508b9733d8ce6de3407
Publikováno v:
Građevinar, Vol 70, Iss 12., Pp 1023-1031 (2018)
The seismic performance of reinforced concrete columns subjected to various levels of axial load is assessed in the paper. An equation relating the confined region to the applied axial load is proposed and compared to the Algerian seismic code RPA99/
Externí odkaz:
https://doaj.org/article/0b87bef0f1c54710ba46a62b7dfef2fd
Publikováno v:
Građevinar, Vol 70, Iss 12., Pp 1023-1031 (2018)
U radu se procjenjuje seizmičko ponašanje AB stupova pri različitim razinama uzdužnog opterećenja. Na temelju rezultata ispitivanja provedenih na ukupno 16 uzoraka AB stupova izloženih različitim razinama uzdužnog opterećenja, predložena je
Externí odkaz:
https://doaj.org/article/941a2242fe0b4f7ca0ce36d039bd99f9