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Hamed Bagheri

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. Hashemi, Ashkan / Bagheri, Hamed / Zarnani, Pouyan / Quenneville, Pierre (2021): Seismic performance of friction-damped steel frames integrated with resilient tension-only braces. In: Journal of Constructional Steel Research, v. 176 (January 2021).

    https://doi.org/10.1016/j.jcsr.2020.106381

  2. Bagheri, Hamed / Hashemi, Ashkan / Yousef-Beik, S. M. M. / Zarnani, Pouyan / Quenneville, Pierre (2020): New Self-Centering Tension-Only Brace Using Resilient Slip-Friction Joint: Experimental Tests and Numerical Analysis. In: Journal of Structural Engineering (ASCE), v. 146, n. 10 (October 2020).

    https://doi.org/10.1061/(asce)st.1943-541x.0002789

  3. Bagheri, Hamed / Hashemi, Ashkan / Zarnani, Pouyan / Quenneville, Pierre (2020): The resilient slip friction joint tension-only brace beyond its ultimate level. In: Journal of Constructional Steel Research, v. 172 (September 2020).

    https://doi.org/10.1016/j.jcsr.2020.106225

  4. Hashemi, Ashkan / Bagheri, Hamed / Yousef-Beik, Seyed Mohammad Mahdi / Mohammadi Darani, Farhad / Valadbeigi, Armin / Zarnani, Pouyan / Quenneville, Pierre (2020): Enhanced Seismic Performance of Timber Structures Using Resilient Connections: Full-Scale Testing and Design Procedure. In: Journal of Structural Engineering (ASCE), v. 146, n. 9 (September 2020).

    https://doi.org/10.1061/(asce)st.1943-541x.0002749

  5. Yousef-beik, Seyed Mohamad Mahdi / Bagheri, Hamed / Veismoradi, Sajad / Zarnani, Pouyan / Hashemi, Ashkan / Quenneville, Pierre (2020): Seismic performance improvement of conventional timber brace using re-centring friction connection. In: Structures, v. 26 (August 2020).

    https://doi.org/10.1016/j.istruc.2020.05.029

  6. Hashemi, Ashkan / Clifton, George Charles / Bagheri, Hamed / Zarnani, Pouyan / Quenneville, Pierre (2020): Proposed design procedure for steel self-centring tension-only braces with resilient connections. In: Structures, v. 25 (June 2020).

    https://doi.org/10.1016/j.istruc.2020.02.024

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