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Behnoud Ganjavi

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. Nematzadeh, Mahdi / Dashti, Javad / Ganjavi, Behnoud (2018): Optimizing compressive behavior of concrete containing fine recycled refractory brick aggregate together with calcium aluminate cement and polyvinyl alcohol fibers exposed to acidic environment. Dans: Construction and Building Materials, v. 164 (mars 2018).

    https://doi.org/10.1016/j.conbuildmat.2017.12.230

  2. Ganjavi, Behnoud / Hajirasouliha, Iman / Bolourchi, Ali (2016): Optimum lateral load distribution for seismic design of nonlinear shear-buildings considering soil-structure interaction. Dans: Soil Dynamics and Earthquake Engineering, v. 88 (septembre 2016).

    https://doi.org/10.1016/j.soildyn.2016.07.003

  3. Ganjavi, Behnoud / Hao, Hong (2012): Effect of structural characteristics distribution on strength demand and ductility reduction factor of MDOF systems considering soil-structure interaction. Dans: Earthquake Engineering and Engineering Vibration, v. 11, n. 2 (juin 2012).

    https://doi.org/10.1007/s11803-012-0111-7

  4. Ganjavi, Behnoud / Gholamrezatabar, Abolfazl / Hajirasouliha, Iman (2019): Effects of soil‐structure interaction and lateral design load pattern on performance‐based plastic design of steel moment resisting frames. Dans: The Structural Design of Tall and Special Buildings, v. 28, n. 11 (10 août 2019).

    https://doi.org/10.1002/tal.1624

  5. Ganjavi, Behnoud / Gholamrezatabar, Abolfazl (2018): More adequate seismic design force pattern for yielding structures considering structural and ground motion uncertainties effects. Dans: The Structural Design of Tall and Special Buildings, v. 27, n. 16 (novembre 2018).

    https://doi.org/10.1002/tal.1537

  6. Ganjavi, Behnoud / Hao, Hong (2013): Optimum lateral load pattern for seismic design of elastic shear-buildings incorporating soil-structure interaction effects. Dans: Earthquake Engineering and Structural Dynamics, v. 42, n. 6 (mai 2013).

    https://doi.org/10.1002/eqe.2252

  7. Ganjavi, Behnoud / Hao, Hong (2012): A parametric study on the evaluation of ductility demand distribution in multi-degree-of-freedom systems considering soil–structure interaction effects. Dans: Engineering Structures, v. 43 (octobre 2012).

    https://doi.org/10.1016/j.engstruct.2012.05.006

  8. Ganjavi, Behnoud / Hao, Hong (2014): Strength reduction factor for MDOF soil-structure systems. Dans: The Structural Design of Tall and Special Buildings, v. 23, n. 3 (25 février 2014).

    https://doi.org/10.1002/tal.1022

  9. Bararnia, Majid / Hassani, Nemat / Ganjavi, Behnoud / Amiri, Gholamreza Ghodrati (2018): Estimation of inelastic displacement ratios for soil-structure systems with embedded foundation considering kinematic and inertial interaction effects. Dans: Engineering Structures, v. 159 (mars 2018).

    https://doi.org/10.1016/j.engstruct.2018.01.002

  10. Gholamrezatabar, Abolfazl / Amiri, Gholamreza Ghodrati / Shayanfar, Mohsen A. / Ganjavi, Behnoud (2017): The Estimation of inelastic displacement factor of soil-shallow-foundation MDOF systems incorporating higher modes effect. Dans: The Structural Design of Tall and Special Buildings, v. 26, n. 18 (25 décembre 2017).

    https://doi.org/10.1002/tal.1402

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