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Mohammad Reza Azadi Kakavand ORCID

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

  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. In: 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. In: Journal of Engineering Mechanics (ASCE), v. 147, n. 10 (Oktober 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. In: Frontiers of Structural and Civil Engineering, v. 14, n. 6 (August 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. In: Journal of Structural Engineering (ASCE), v. 147, n. 2 (Februar 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. In: Journal of Structural Engineering (ASCE), v. 147, n. 1 (Januar 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. In: Frontiers of Structural and Civil Engineering, v. 13, n. 5 (März 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. In: Bulletin of Earthquake Engineering, v. 16, n. 10 (Februar 2018).

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

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