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Kioumarsi, Mahdi & Plevris, Vagelis
(2024).
Advanced Concrete and Construction Materials for Sustainable Structures.
Sustainability.
ISSN 2071-1050.
16(4).
doi:
10.3390/su16041427.
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Lindersson, Emil; Askari, Mohammed; Shafei, Behrouz & Kioumarsi, Mahdi
(2023).
Practices for restoring reinforced concrete bridges subjected to deterioration: Study of bridges in Norway.
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Lindersson, Emil; Askari, Mohammed; Shafei, Behrouz & Kioumarsi, Mahdi
(2023).
Strengthening and repair methodologies for deteriorated reinforced concrete bridges - The Norwegian bridge industry’s perspective.
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Nyland, Annete; Wivast, Jennifer; Shafei, Behrouz & Kioumarsi, Mahdi
(2023).
Performance characteristics of ultra-high performance concrete made with limestone cement and waste glass.
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Nyland, Annete; Wivast, Jennifer; Shafei, Behrouz & Kioumarsi, Mahdi
(2023).
Alternative binder materials for sustainable ultra-high performance concrete mixtures.
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Farahzadi, Leila; Kioumarsi, Mahdi & Shafei, Behrouz
(2023).
Life Cycle Assessment of Concrete Mixes for Global Warming Mitigation and Carbon Footprint Reduction.
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Farahzadi, Leila & Kioumarsi, Mahdi
(2023).
Preliminary Life Cycle Assessment and Environmental Impact Evaluation of RC Bridge Deck: A Case Study in Norway.
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Kioumarsi, Mahdi
(2023).
Kulturminner og klimaendringer.
[TV].
https://tv.nrk.no/se?v=NNFA05112922&t=4206s.
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Kioumarsi, Mahdi
(2022).
Predicting the elastic modulus of normal and high strength concretes using hybrid ANN PSO.
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Kioumarsi, Mahdi
(2022).
Using marble waste as a partial aggregate replacement in the development of sustainable self-compacting concrete.
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Kheyroddin, Ali; Arabsarhangi, Reza; Shabani, Amirhosein & Kioumarsi, Mahdi
(2022).
Optimal placement of coupling elements of RC shear walls using
endurance time method.
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Kioumarsi, Mahdi
(2022).
Vulnerability Assessment of Roman Bridge: A Case Study .
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Kioumarsi, Mahdi
(2022).
Internasjonal allianse kan bane vei for nullutslipp fra bygg.
[Internet].
https://www.oslomet.no/om/nyheter/internasjonal-allianse-kan.
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Shabani, Amirhosein; Plevris, Vagelis & Kioumarsi, Mahdi
(2021).
A Comparative Study on the Initial In-plane Stiffness of Masonry Walls with Openings.
Show summary
Masonry buildings have been used for centuries in various locations around the world, including areas with high seismicity. Studies about the behavior of masonry structural components subjected to lateral loadings and retrofitting techniques for improving their performance have gained much attraction lately. Various simplified methods have been presented in the literature for the seismic vulnerability assessment of masonry buildings. The initial in-plane stiffness of masonry walls is a key parameter which significantly affects the nonlinear backbone curve of the masonry walls as well as their ultimate in-plane strength. Different simplified analytical methods have been proposed for deriving the initial in-plane stiffness of masonry buildings with regular or irregular openings by considering the flexible spandrels that can translate and rotate under lateral load and flexible piers' endings. In the analytical methods, the initial in-plane stiffness of each pier will be computed from the equations by considering the geometry of each component as input. Each structural component is considered as a spring and the stiffness of the whole system is computed based on equations of springs in series or in parallel. The finite element method is considered as a reliable tool for verifying the analytical methods. For this purpose, a homogenization method has been employed for modeling the masonry walls and lateral loads have been applied on the walls with the assumption of linear material to derive the initial in-plane stiffness of the walls. For this purpose, three categories of masonry walls have been considered with one, two, and three openings where the openings' geometries also vary to investigate the effect of opening placements and irregularities on the initial in-plane stiffness of the walls. Afterwards, the stiffnesses computed from the analytical methods are compared with the stiffnesses that have been derived from the finite element analysis to investigate the accuracy of the analytical methods. It is shown that the analytical methods can be utilized for deriving the initial in-plane stiffness of masonry walls with openings, providing fast and accurate solutions in comparison to more detailed and time-consuming finite element implementations.
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Kioumarsi, Mahdi
(2018).
Cement Mortar Containing Asphalt Plant Surplus Filler.
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Kioumarsi, Mahdi
(2017).
Ni samferdselsministere har latt denne broen forfalle.
[Newspaper].
VG.
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Kioumarsi, Mahdi
(2017).
De forsømte broene.
[Newspaper].
VG.
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Kioumarsi, Mahdi
(2016).
Effect of pit distance on failure probability of corroded RC beam.
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Kioumarsi, Mahdi
(2016).
Effect of span length on behavior of MRF accompanied with CBF and MBF systems.
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Kioumarsi, Mahdi
(2016).
Analytical study of building height effects over Steel Plate Shear Wall.