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M. A. Hadianfard

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. Hooshangi, H. / Hadianfard, M. A. / Johari, A. (2024): The reliability assessment of the seismic demands of beams in chevron-braced frames and the factors affecting them. In: Structures, v. 66 (August 2024).

    https://doi.org/10.1016/j.istruc.2024.106876

  2. Hooshangi, H. / Hadianfard, M. A. / Dehghan, S. M. / Johari, A. (2024): Stochastic selection of earthquake records in structural probabilistic analyses. In: Journal of Constructional Steel Research, v. 219 (August 2024).

    https://doi.org/10.1016/j.jcsr.2024.108803

  3. Hadianfard, M. A. (2012): Using integrated displacement method to time-history analysis of steel frames with nonlinear flexible connections. In: Structural Engineering and Mechanics, v. 41, n. 5 (March 2012).

    https://doi.org/10.12989/sem.2012.41.5.675

  4. Johari, A. / Khani, M. / Hadianfard, M. A. / JavidSharifi, B. (2020): System reliability analysis for seismic site classification based on sequential Gaussian co-simulation: A case study in Shiraz, Iran. In: Soil Dynamics and Earthquake Engineering, v. 137 (October 2020).

    https://doi.org/10.1016/j.soildyn.2020.106286

  5. Hadianfard, M. A. / Rahnema, H. (2010): Effects of RHS face deformation on the rigidity of beam-column connection. In: Steel and Composite Structures, v. 10, n. 6 (November 2010).

    https://doi.org/10.12989/scs.2010.10.6.489

  6. Sharbati, R. / Hayati, Y. / Hadianfard, M. A. (2019): Numerical Investigation on the Cyclic Behavior of Post-tensioned Steel Moment Connections with Bolted Angles. In: International Journal of Steel Structures, v. 19, n. 6 ( 2019).

    https://doi.org/10.1007/s13296-019-00247-x

  7. Hadianfard, M. A. / Razani, R. (2003): Effects of semi-rigid behavior of connections in the reliability of steel frames. In: Structural Safety, v. 25, n. 2 (April 2003).

    https://doi.org/10.1016/s0167-4730(02)00046-2

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