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Mohammad Zaman Kabir ORCID

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Aminakbari, Nariman / Kabir, Mohammad Zaman / Rahai, Alireza / Hosseinnia, Amirali (2023): Experimental and Numerical Evaluation of GFRP-Reinforced Concrete Beams Under Consecutive Low-Velocity Impact Loading. Dans: International Journal of Civil Engineering, v. 22, n. 1 (septembre 2023).

    https://doi.org/10.1007/s40999-023-00883-9

  2. Sistani Nezhad, Razieh / Kabir, Mohammad Zaman / Banazadeh, Mehdi (2022): Strength Evaluation of Masonry Walls Externally Bonded Using FRP Fabrics Under Out-of-Plane Loading Through Fragility Curves. Dans: International Journal of Civil Engineering, v. 20, n. 12 (août 2022).

    https://doi.org/10.1007/s40999-022-00745-w

  3. Faghih Khorasani, Fatemeh / Kabir, Mohammad Zaman (2022): Experimental study on the effectiveness of short fiber reinforced clay mortars and plasters on the mechanical behavior of adobe masonry walls. Dans: Case Studies in Construction Materials, v. 16 (juin 2022).

    https://doi.org/10.1016/j.cscm.2022.e00918

  4. Hojatkashani, Ata / Kabir, Mohammad Zaman (2012): Interfacial stress assessment at the cracked zones in CFRP retrofitted RC beams. Dans: Structural Engineering and Mechanics, v. 44, n. 6 (décembre 2012).

    https://doi.org/10.12989/sem.2012.44.6.705

  5. Kalali, Arsalan / Kabir, Mohammad Zaman (2010): Modeling of unreinforced brick walls under in-plane shear & compression loading. Dans: Structural Engineering and Mechanics, v. 36, n. 3 (octobre 2010).

    https://doi.org/10.12989/sem.2010.36.3.247

  6. Kaveh, Ali / Kabir, Mohammad Zaman / Bohlool, Mahdi: Optimal Design of Multi-Span Pitched Roof Frames with Tapered Members. Dans: Periodica Polytechnica Civil Engineering.

    https://doi.org/10.3311/ppci.13107

  7. Alaedini, Shohreh / Kabir, Mohammad Zaman / Al-Mahaidi, Riadh (2021): Stability performance of thin-walled pultruded beams with geometric web-flange junction imperfections. Dans: Journal of Building Engineering, v. 33 (janvier 2021).

    https://doi.org/10.1016/j.jobe.2020.101549

  8. Bahrebar, Milad / Kabir, Mohammad Zaman / Zirakian, Tadeh / Hajsadeghi, Mohammad / Lim, James B. P. (2016): Structural performance assessment of trapezoidally-corrugated and centrally-perforated steel plate shear walls. Dans: Journal of Constructional Steel Research, v. 122 (juillet 2016).

    https://doi.org/10.1016/j.jcsr.2016.03.030

  9. Mojtabaei, Seyed Mohammad / Kabir, Mohammad Zaman / Hajirasouliha, Iman / Kargar, Mina (2018): Analytical and experimental study on the seismic performance of cold-formed steel frames. Dans: Journal of Constructional Steel Research, v. 143 (avril 2018).

    https://doi.org/10.1016/j.jcsr.2017.12.013

  10. Shadan, Parisa / Kabir, Mohammad Zaman (2018): Enhancing Local Buckling Behavior of SHS Braces Using GFRP and CFRP Wrap. Dans: Journal of Composites for Construction, v. 22, n. 5 (octobre 2018).

    https://doi.org/10.1061/(asce)cc.1943-5614.0000850

  11. Alaedini, Shohreh / Kabir, Mohammad Zaman / Hejabi, Hadi (2015): Seismic ductility evaluation of shear-deficient RC frames strengthened by externally bonded CFRP sheets. Dans: KSCE Journal of Civil Engineering, v. 20, n. 5 (octobre 2015).

    https://doi.org/10.1007/s12205-015-0790-5

  12. Bahrebar, Milad / Kabir, Mohammad Zaman / Hajsadeghi, Mohammad / Zirakian, Tadeh / Lim, James B. P. (2016): Structural performance of steel plate shear walls with trapezoidal corrugations and centrally-placed square perforations. Dans: International Journal of Steel Structures, v. 16, n. 3 ( 2016).

    https://doi.org/10.1007/s13296-015-0116-y

  13. Karamlou, Aman / Kabir, Mohammad Zaman (2012): Experimental study of L-shaped slender R-ICF shear walls under cyclic lateral loading. Dans: Engineering Structures, v. 36 (mars 2012).

    https://doi.org/10.1016/j.engstruct.2011.11.031

  14. Kalali, Arsalan / Kabir, Mohammad Zaman (2012): Experimental response of double-wythe masonry panels strengthened with glass fiber reinforced polymers subjected to diagonal compression tests. Dans: Engineering Structures, v. 39 (juin 2012).

    https://doi.org/10.1016/j.engstruct.2012.01.018

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