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Mayank Tripathi ORCID

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

  1. Tripathi, Mayank / Dhakal, Rajesh P. (2023): Constitutive model for reinforcing bars including bar buckling and low-cycle fatigue. In: Engineering Structures, v. 295 (November 2023).

    https://doi.org/10.1016/j.engstruct.2023.116772

  2. Tripathi, Mayank / Dhakal, Rajesh P. / Dashti, Farhad (2022): Are Axial Tests on Boundary Zone Prisms Able to Simulate the Failure Mechanisms Observed in Flexural RC Walls?. In: Journal of Earthquake Engineering, v. 27, n. 9 (Oktober 2022).

    https://doi.org/10.1080/13632469.2022.2104963

  3. Tripathi, Mayank / Dhakal, Rajesh P. / Dashti, Farhad (2019): Bar buckling in ductile RC walls with different boundary zone detailing: Experimental investigation. In: Engineering Structures, v. 198 (November 2019).

    https://doi.org/10.1016/j.engstruct.2019.109544

  4. Tripathi, Mayank / Dhakal, Rajesh P. / Dashti, Farhad (2020): Nonlinear cyclic behaviour of high-strength ductile RC walls: Experimental and numerical investigations. In: Engineering Structures, v. 222 (November 2020).

    https://doi.org/10.1016/j.engstruct.2020.111116

  5. Dashti, Farhad / Tripathi, Mayank / Dhakal, Rajesh P. / Pampanin, Stefano (2020): A parametric study on out-of-plane instability of doubly reinforced structural walls. Part II: Experimental investigation. In: Bulletin of Earthquake Engineering, v. 18, n. 11 (Juli 2020).

    https://doi.org/10.1007/s10518-020-00898-w

  6. Tripathi, Mayank / Dhakal, Rajesh P. / Dashti, Farhad / Gokhale, Rohit (2020): Axial response of rectangular RC prisms representing the boundary elements of ductile concrete walls. In: Bulletin of Earthquake Engineering, v. 18, n. 9 (Mai 2020).

    https://doi.org/10.1007/s10518-020-00868-2

  7. Tripathi, Mayank / Dhakal, Rajesh P. / Dashti, Farhad / Massone, Leonardo M. (2018): Low-cycle fatigue behaviour of reinforcing bars including the effect of inelastic buckling. In: Construction and Building Materials, v. 190 (November 2018).

    https://doi.org/10.1016/j.conbuildmat.2018.09.192

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