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Susanta Banerjee ORCID

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  1. Ranjan, Nikhil / Banerjee, Susanta / Nayak, Sanket / Das, Sreekanta (2024): Upgrading seismic safety of masonry building models built using recycled waste fiber-reinforced mortar through uni-axial shake table testing. In: Structures, v. 65 (Juli 2024).

    https://doi.org/10.1016/j.istruc.2024.106624

  2. Ranjan, Nikhil / Banerjee, Susanta / Nayak, Sanket / Das, Sreekanta (2024): Seismic safety evaluation of coir and nylon fiber-reinforced masonry building models subjected to bi-axial shaking table test. In: Journal of Building Engineering, v. 85 (Mai 2024).

    https://doi.org/10.1016/j.jobe.2024.108767

  3. Ranjan, Nikhil / Banerjee, Susanta / Nayak, Sanket / Das, Sreekanta (2023): Waste polyethylene terephthalate (PET) fiber reinforced mortar in enhancing the bond behavior of masonry. In: Structures, v. 53 (Juli 2023).

    https://doi.org/10.1016/j.istruc.2023.04.097

  4. Ranjan, Nikhil / Banerjee, Susanta / Nayak, Sanket / Das, Sreekanta (2023): Exploring applicability of recycled nylon fiber reinforced mortar in joints and plaster to enhance the bond strength, in-plane and out-of-plane capacity of masonry structures. In: Journal of Building Engineering, v. 72 (August 2023).

    https://doi.org/10.1016/j.jobe.2023.106744

  5. Ranjan, Nikhil / Banerjee, Susanta / Nayak, Sanket / Das, Sreekanta (2023): Agro-waste fiber reinforced mortar for augmenting the performance of masonry structures. In: Construction and Building Materials, v. 363 (Januar 2023).

    https://doi.org/10.1016/j.conbuildmat.2022.129848

  6. Mandal, Romio / Panda, Sarat Kumar / Kisku, Nishikant / Rajhans, Puja / Banerjee, Susanta / Nayak, Sanket (2022): Improvement of shear capacity of RAC beams by adopting identical mortar volume method of mix-design along with dual-stage mixing approach. In: European Journal of Environmental and Civil Engineering, v. 27, n. 3 (Mai 2022).

    https://doi.org/10.1080/19648189.2022.2083023

  7. Banerjee, Susanta / Nayak, Sanket / Das, Sreekanta (2021): Adjudging efficacy of geonet reinforcement on the seismic performance of brick masonry structures: an experimental study. In: Materials and Structures, v. 54, n. 6 (20 November 2021).

    https://doi.org/10.1617/s11527-021-01805-8

  8. Banerjee, Susanta / Nayak, Sanket / Das, Sreekanta (2021): Seismic performance enhancement of masonry building models strengthened with the cost-effective materials under bi-directional excitation. In: Engineering Structures, v. 242 (September 2021).

    https://doi.org/10.1016/j.engstruct.2021.112516

  9. Banerjee, Susanta / Nayak, Sanket / Das, Sreekanta (2020): Augmenting the seismic performance of masonry models using polypropylene band and steel wire mesh through shaking table testing. In: Structures, v. 26 (August 2020).

    https://doi.org/10.1016/j.istruc.2020.04.027

  10. Banerjee, Susanta / Nayak, Sanket / Das, Sreekanta (2020): Improving the In-Plane Behavior of Brick Masonry Wallet Using PP Band and Steel Wire Mesh. In: Journal of Materials in Civil Engineering (ASCE), v. 32, n. 6 (Juni 2020).

    https://doi.org/10.1061/(asce)mt.1943-5533.0003159

  11. Banerjee, Susanta / Nayak, Sanket / Das, Sreekanta (2020): Shear and flexural behaviour of unreinforced masonry wallets with steel wire mesh. In: Journal of Building Engineering, v. 30 (Juli 2020).

    https://doi.org/10.1016/j.jobe.2020.101254

  12. Banerjee, Susanta / Patro, Sanjaya K. (2016): Inelastic Seismic Response of Building with Friction Damper. In: Journal of The Institution of Engineers (India): Series A, v. 97, n. 4 (Dezember 2016).

    https://doi.org/10.1007/s40030-016-0184-9

  13. Banerjee, Susanta / Nayak, Sanket / Das, Sreekanta (2019): Enhancing the flexural behaviour of masonry wallet using PP band and steel wire mesh. In: Construction and Building Materials, v. 194 (Januar 2019).

    https://doi.org/10.1016/j.conbuildmat.2018.11.001

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