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Behnoud Ganjavi

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. 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. In: Construction and Building Materials, v. 164 (March 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. In: Soil Dynamics and Earthquake Engineering, v. 88 (September 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. In: Earthquake Engineering and Engineering Vibration, v. 11, n. 2 (June 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. In: The Structural Design of Tall and Special Buildings, v. 28, n. 11 (10 August 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. In: The Structural Design of Tall and Special Buildings, v. 27, n. 16 (November 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. In: Earthquake Engineering and Structural Dynamics, v. 42, n. 6 (May 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. In: Engineering Structures, v. 43 (October 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. In: The Structural Design of Tall and Special Buildings, v. 23, n. 3 (25 February 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. In: Engineering Structures, v. 159 (March 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. In: The Structural Design of Tall and Special Buildings, v. 26, n. 18 (25 December 2017).

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

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