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B. Asgarian

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

  1. Asgarian, B. / Amiri, M. / Ghafooripour, A. (2009): Damage detection in jacket type offshore platforms using modal strain energy. In: Structural Engineering and Mechanics, v. 33, n. 3 (Oktober 2009).

    https://doi.org/10.12989/sem.2009.33.3.325

  2. Asgarian, B. / Soltani, M. / Mohri, F. (2013): Lateral-torsional buckling of tapered thin-walled beams with arbitrary cross-sections. In: Thin-Walled Structures, v. 62 (Januar 2013).

    https://doi.org/10.1016/j.tws.2012.06.007

  3. Soltani, M. / Asgarian, B. / Mohri, F. (2014): Finite element method for stability and free vibration analyses of non-prismatic thin-walled beams. In: Thin-Walled Structures, v. 82 (September 2014).

    https://doi.org/10.1016/j.tws.2014.04.012

  4. Abyani, M. / Asgarian, B. / Zarrin, Mohamad (2019): Sample geometric mean versus sample median in closed form framework of seismic reliability evaluation: a case study comparison. In: Earthquake Engineering and Engineering Vibration, v. 18, n. 1 (Januar 2019).

    https://doi.org/10.1007/s11803-019-0498-5

  5. Asgarian, B. / Shokrgozar, H. R. (2009): BRBF response modification factor. In: Journal of Constructional Steel Research, v. 65, n. 2 (Februar 2009).

    https://doi.org/10.1016/j.jcsr.2008.08.002

  6. Asgarian, B. / Moradi, S. (2011): Seismic response of steel braced frames with shape memory alloy braces. In: Journal of Constructional Steel Research, v. 67, n. 1 (Januar 2011).

    https://doi.org/10.1016/j.jcsr.2010.06.006

  7. Soltani, M. / Asgarian, B. / Mohri, F. (2014): Elastic instability and free vibration analyses of tapered thin-walled beams by the power series method. In: Journal of Constructional Steel Research, v. 96 (Mai 2014).

    https://doi.org/10.1016/j.jcsr.2013.11.001

  8. Ajamy, A. / Zolfaghari, M. R. / Asgarian, B. / Ventura, C. E. (2014): Probabilistic seismic analysis of offshore platforms incorporating uncertainty in soil–pile–structure interactions. In: Journal of Constructional Steel Research, v. 101 (Oktober 2014).

    https://doi.org/10.1016/j.jcsr.2014.05.024

  9. Jalaeefar, A. / Asgarian, B. (2013): Experimental Investigation of Mechanical Properties of Nitinol, Structural Steel, and Their Hybrid Component. In: Journal of Materials in Civil Engineering (ASCE), v. 25, n. 10 (Oktober 2013).

    https://doi.org/10.1061/(asce)mt.1943-5533.0000701

  10. Zolfaghari, M. R. / Ajamy, A. / Asgarian, B. (2015): A simplified method in comparison with comprehensive interaction incremental dynamic analysis to assess seismic performance of jacket-type offshore platforms. In: International Journal of Advanced Structural Engineering, v. 7, n. 4 (August 2015).

    https://doi.org/10.1007/s40091-015-0103-8

  11. Jalaeefar, A. / Asgarian, B. (2014): A simple hybrid damping device with energy-dissipating and re-centering characteristics for special structures. In: The Structural Design of Tall and Special Buildings, v. 23, n. 7 (Mai 2014).

    https://doi.org/10.1002/tal.1050

  12. Asgarian, B. / Nojoumi, R. M. / Alanjari, P. (2014): Performance-based evaluation of tall buildings using advanced intensity measures (case study: 30-story steel structure with framed-tube system). In: The Structural Design of Tall and Special Buildings, v. 23, n. 2 (10 Februar 2014).

    https://doi.org/10.1002/tal.1023

  13. Ajamy, A. / Asgarian, B. / Ventura, C. E. / Zolfaghari, M. R. (2018): Seismic fragility analysis of jacket type offshore platforms considering soil-pile-structure interaction. In: Engineering Structures, v. 174 (November 2018).

    https://doi.org/10.1016/j.engstruct.2018.07.066

  14. Asgarian, B. / Amirhesari, N. (2008): A comparison of dynamic nonlinear behavior of ordinary and buckling restrained braced frames subjected to strong ground motion. In: The Structural Design of Tall and Special Buildings, v. 17, n. 2 (Juni 2008).

    https://doi.org/10.1002/tal.358

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