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Search: L773:2223 5329 OR L773:2226 809X

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  • Alahakoon, Sanath, et al. (author)
  • Emerging Energy Storage Solutions for Transportation Electrification - A view
  • 2019
  • In: International Journal of Engineering and Technology Innovation. - : Taiwan Assoc Engineering & Technology Innovation. - 2223-5329 .- 2226-809X. ; 9:2, s. 75-90
  • Research review (peer-reviewed)abstract
    • Energy storages have caught the attention of transportation community r the past several years. Rsecent developments in hybrid and plug-in ectric vehicles together with novel concepts in transportation such as ectric highways are the reasons for raising the role of energy orages in transportation to such a significant level. Performance mands for energy storage solutions vary significantly from one ansportation application to the other, making it difficult for the ientific community to converge to a single energy storage solution at caters all. This paper reviews the key performance demands of the jor transportation applications. It also investigates the aracteristics of emerging energy storage solutions and assess their itability for those reviewed transportation applications.
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2.
  • Bahrami, Alireza, et al. (author)
  • Performance of Steel Concrete Shear Walls with Two Sided Reinforced Concrete
  • 2019
  • In: International Journal of Engineering and Technology Innovation. - 2223-5329 .- 2226-809X. ; 9:3, s. 228-239
  • Journal article (peer-reviewed)abstract
    • AbstractThis paper deals with the performance of Steel-Concrete Shear Walls (SCSWs) which have reinforced concrete on both sides of the steel plate subjected to cyclic loads. Finite element software ABAQUS is applied to analyze the SCSWs. Accuracy of the finite element modeling is verified by comparison of the theoretical results with those obtained experimentally. Then, various variables are studied in order to evaluate their effects on the performance of the SCSWs. These variables include thickness of concrete, steel plate thickness, number of bolts, gap size between reinforced concrete and steel frame, the percentage of reinforcement in reinforced concrete, and beam and column profiles of the steel frame. It is concluded that the change of the variables influences the ultimate load capacity, ductility, and energy dissipation of the SCSWs. Moreover, buckling of the walls is discussed.
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  • Result 1-2 of 2
Type of publication
journal article (1)
research review (1)
Type of content
peer-reviewed (2)
Author/Editor
Bahrami, Alireza (1)
Alahakoon, Sanath (1)
Leksell, Mats, 1957- (1)
Östlund, Stefan, 196 ... (1)
Yavari, Mojtaba (1)
University
Royal Institute of Technology (1)
University of Gävle (1)
Language
English (2)
Research subject (UKÄ/SCB)
Engineering and Technology (2)
Year
2019 (2)

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