Zobrazeno 1 - 10
of 73
pro vyhledávání: '"Reza Ghanizadeh"'
Publikováno v:
Journal of Modern Power Systems and Clean Energy, Vol 10, Iss 3, Pp 637-646 (2022)
Point of common coupling (PCC) arrays are the most prominent and widely-used intermittent distributed generations (DGs). Due to the right-of-way, environmental, economical and other restrictions, the connection of these types of DGs to the preferred
Externí odkaz:
https://doaj.org/article/26df57e18bd548ee8041073df49e8d52
Publikováno v:
Journal of Modern Power Systems and Clean Energy, Vol 9, Iss 5, Pp 1121-1129 (2021)
This paper presents a risk-based competitive bi-level framework for optimal decision-making in energy sales by a distribution company (DISCO) in an active distribution network (ADN). At the upper level of this framework, the DISCO and a rival retaile
Externí odkaz:
https://doaj.org/article/33559b56267945b2b3599a5d89e91cbd
Publikováno v:
Journal of Operation and Automation in Power Engineering, Vol 4, Iss 1, Pp 66-82 (2016)
In this paper, a new approach is proposed for voltage and current harmonics compensation in grid-connected microgrids (MGs). If sensitive loads are connected to the point of common coupling (PCC), compensation is carried out in order to reduce PCC vo
Externí odkaz:
https://doaj.org/article/a92f8a6f572c4a45a5a512c46212e4d3
Autor:
Hossein Moradi Moghaddam, Mohsen Keramati, Alireza Bahrami, Ali Reza Ghanizadeh, Amir Tavana Amlashi, Haytham F. Isleem, Mohsen Navazani, Samer Dessouky
Publikováno v:
Scientific Reports, Vol 14, Iss 1, Pp 1-25 (2024)
Abstract The dynamic analysis of municipal solid waste (MSW) is essential for optimizing landfills and advancing sustainable development goals. Assessing damping ratio (D), a critical dynamic parameter, under laboratory conditions is costly and time-
Externí odkaz:
https://doaj.org/article/37b047ed93c6421eb0ec30679bdd45e8
Publikováno v:
Scientific Reports, Vol 14, Iss 1, Pp 1-23 (2024)
Abstract Bitumen, aggregate, and air void (VA) are the three primary ingredients of asphalt concrete. VA changes over time as a function of four factors: traffic loads and repetitions, environmental regimes, compaction, and asphalt mix composition. D
Externí odkaz:
https://doaj.org/article/f5d3683167024178a20067a874f651f0
Publikováno v:
International Journal of Mining and Geo-Engineering, Vol 58, Iss 1, Pp 113-119 (2024)
Utilizing the aggregate piers is one of the methods to improve and increase the bearing capacity of soft soils. The ultimate bearing capacity of these piers is affected by parameters such as the physical properties of the piers, structural conditions
Externí odkaz:
https://doaj.org/article/452db3a558c04840b1b1ef9dcc0bcab2
Publikováno v:
Journal of Soft Computing in Civil Engineering, Vol 7, Iss 4, Pp 1-23 (2023)
Chemical stabilization is used to enhance and increase the strength characteristics of soft and problematic soils. In this research, Gaussian Process Regression (GPR) is employed to estimate the unconfined compressive strength (UCS) and the Young’s
Externí odkaz:
https://doaj.org/article/d3752b71fb49413785ecfaff40fde2db
Publikováno v:
پژوهشهای زیرساختهای عمرانی, Vol 8, Iss 2, Pp 115-130 (2023)
In this study, the effect of adding different percentages of recycled concrete aggregates to aggregate base layer materials on the fatigue and rutting life of pavement has been investigated. In the performed analyzes, nonlinear analysis by NonPAS sof
Externí odkaz:
https://doaj.org/article/5fb3fb4b0a2f4dd8a7fc162858aab150
Autor:
Ali Reza Ghanizadeh, Mandana Salehi, Anna Mamou, Evangelos I. Koutras, Farhang Jalali, Panagiotis G. Asteris
Publikováno v:
Infrastructures, Vol 9, Iss 2, p 33 (2024)
This paper investigates the effect of subgrade soil stabilization on the performance and life extension of flexible pavements. Several variables affecting soil stabilization were considered, including subgrade soil type (CL or CH), additive type and
Externí odkaz:
https://doaj.org/article/3c4b7b78400b456d95c046027f6cd3fc
Publikováno v:
International Journal of Mining and Geo-Engineering, Vol 56, Iss 3, Pp 257-269 (2022)
In this study, the evolutionary polynomial regression (EPR) method has been employed to develop simple models with reasonable accuracy to predict the compressive strength and Young's modulus of the lime/cement stabilized clayey subgrade soil. For thi
Externí odkaz:
https://doaj.org/article/0f60f26c7d2c4894b5193973877c339b