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Mohammad Zaman Kabir ORCID

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  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. In: International Journal of Civil Engineering, v. 22, n. 1 (September 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. In: International Journal of Civil Engineering, v. 20, n. 12 (August 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. In: Case Studies in Construction Materials, v. 16 (June 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. In: Structural Engineering and Mechanics, v. 44, n. 6 (December 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. In: Structural Engineering and Mechanics, v. 36, n. 3 (October 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. In: 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. In: Journal of Building Engineering, v. 33 (January 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. In: Journal of Constructional Steel Research, v. 122 (July 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. In: Journal of Constructional Steel Research, v. 143 (April 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. In: Journal of Composites for Construction, v. 22, n. 5 (October 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. In: KSCE Journal of Civil Engineering, v. 20, n. 5 (October 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. In: 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. In: Engineering Structures, v. 36 (March 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. In: Engineering Structures, v. 39 (June 2012).

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

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