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Mohammad Reza Azadi Kakavand ORCID

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. Azadi Kakavand, Mohammad Reza / Taciroglu, Ertugrul / Hofstetter, Günter (2020): Evaluation of the Performance of an Enhanced Damage Plasticity Model for Predicting the Cyclic Response of Plain Concrete under Multiaxial Loading Conditions. Dans: International Journal of Structural and Civil Engineering Research, v. 9, n. 4 ( 2020).

    https://doi.org/10.18178/ijscer.9.4.273-277

  2. Feng, De-Cheng / Chen, Shi-Zhi / Azadi Kakavand, Mohammad Reza / Taciroglu, Ertugrul (2021): Probabilistic Model Based on Bayesian Model Averaging for Predicting the Plastic Hinge Lengths of Reinforced Concrete Columns. Dans: Journal of Engineering Mechanics (ASCE), v. 147, n. 10 (octobre 2021).

    https://doi.org/10.1061/(asce)em.1943-7889.0001976

  3. Azadi Kakavand, Mohammad Reza / Taciroglu, Ertugrul (2020): An enhanced damage plasticity model for predicting the cyclic behavior of plain concrete under multiaxial loading conditions. Dans: Frontiers of Structural and Civil Engineering, v. 14, n. 6 (août 2020).

    https://doi.org/10.1007/s11709-020-0675-7

  4. Feng, De-Cheng / Çetiner, Barbaros / Azadi Kakavand, Mohammad Reza / Taciroglu, Ertugrul (2021): Data-Driven Approach to Predict the Plastic Hinge Length of Reinforced Concrete Columns and Its Application. Dans: Journal of Structural Engineering (ASCE), v. 147, n. 2 (février 2021).

    https://doi.org/10.1061/(asce)st.1943-541x.0002852

  5. Azadi Kakavand, Mohammad Reza / Sezen, Halil / Taciroglu, Ertugrul (2021): Data-Driven Models for Predicting the Shear Strength of Rectangular and Circular Reinforced Concrete Columns. Dans: Journal of Structural Engineering (ASCE), v. 147, n. 1 (janvier 2021).

    https://doi.org/10.1061/(asce)st.1943-541x.0002875

  6. Azadi Kakavand, Mohammad Reza / Allahvirdizadeh, Reza (2019): Enhanced empirical models for predicting the drift capacity of less ductile RC columns with flexural, shear, or axial failure modes. Dans: Frontiers of Structural and Civil Engineering, v. 13, n. 5 (mars 2019).

    https://doi.org/10.1007/s11709-019-0554-2

  7. Azadi Kakavand, Mohammad Reza / Neuner, Matthias / Schreter, Magdalena / Hofstetter, Günter (2018): A 3D continuum FE-model for predicting the nonlinear response and failure modes of RC frames in pushover analyses. Dans: Bulletin of Earthquake Engineering, v. 16, n. 10 (février 2018).

    https://doi.org/10.1007/s10518-018-0388-7

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