Search Results - Khanouki, M.M. Arabnejad

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  1. 1
    Experimental assessment of angle shear connectors under monotonic and fully reversed cyclic loading in high strength concrete

    Experimental assessment of angle shear connectors under monotonic and fully reversed cyclic loading in high strength concrete by Shariati, Ali, Shariati, Mahdi, Ramli Sulong, N.H., Suhatril, Meldi, Arabnejad Khanouki, M.M., Mahoutian, Mehrdad

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  2. 2
    Comparison of behaviour between channel and angle shear connectors under monotonic and fully reversed cyclic loading

    Comparison of behaviour between channel and angle shear connectors under monotonic and fully reversed cyclic loading by Shariati, Mahdi, Ramli Sulong, N.H., Suhatril, Meldi, Shariati, Ali, Arabnejad Khanouki, M.M., Sinaei, Hamid

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  3. 3
    Investigation of through beam connection to concrete filled circular steel tube (CFCST) column

    Investigation of through beam connection to concrete filled circular steel tube (CFCST) column by Khanouki, M.M. Arabnejad, Ramli Sulong, N.H., Shariati, Mahdi, Tahir, M.M

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  4. 4
    An experimental study on the failure modes of high strength concrete beams with particular references to variation of the tensile reinforcement ratio

    An experimental study on the failure modes of high strength concrete beams with particular references to variation of the tensile reinforcement ratio by Mohammadhassani, Mohammad, Akib, Shatirah, Shariati, Mahdi, Suhatril, Meldi, Arabnejad Khanouki, M.M.

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  5. 5
    Experimental assessment of channel shear connectors under monotonic and fully reversed cyclic loading in high strength concrete

    Experimental assessment of channel shear connectors under monotonic and fully reversed cyclic loading in high strength concrete by Shariati, Mahdi, Ramli Sulong, N.H., Arabnejad Khanouki, M.M.

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  6. 6
    Behaviour of C-shaped angle shear connectors under monotonic and fully reversed cyclic loading: An experimental study

    Behaviour of C-shaped angle shear connectors under monotonic and fully reversed cyclic loading: An experimental study by Shariati, Mahdi, Ramli Sulong, N.H., Suhatril, Meldi, Shariati, Ali, Arabnejad Khanouki, M.M., Sinaei, Hamid

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  7. 7
    Fatigue energy dissipation and failure analysis of angle shear connectors embedded in high strength concrete

    Fatigue energy dissipation and failure analysis of angle shear connectors embedded in high strength concrete by Shariati, Mahdi, Shariati, Ali, Ramli Sulong, N.H., Suhatril, Meldi, Arabnejad Khanouki, M.M.

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  8. 8
    Seismic performance of a new through rib stiffener beam connection to concrete-filled steel tubular columns: An experimental study

    Seismic performance of a new through rib stiffener beam connection to concrete-filled steel tubular columns: An experimental study by Zeinizadeh Jeddi, Mahdi, Ramli Sulong, N.H., Arabnejad Khanouki, M.M.

    Published in Engineering structures
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  9. 9
    Retraction notice to “Fatigue energy dissipation and failure analysis of angle shear connectors embedded in high strength concrete” [Eng. Fail. Anal. 41 (2014) 124–134]

    Retraction notice to “Fatigue energy dissipation and failure analysis of angle shear connectors embedded in high strength concrete” [Eng. Fail. Anal. 41 (2014) 124–134] by Shariati, Mahdi, Shariati, Ali, Ramli Sulong, N.H., Suhatril, Meldi, Arabnejad Khanouki, M.M.

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  10. 10
    RETRACTED: Fatigue energy dissipation and failure analysis of angle shear connectors embedded in high strength concrete

    RETRACTED: Fatigue energy dissipation and failure analysis of angle shear connectors embedded in high strength concrete by Shariati, Mahdi, Shariati, Ali, Ramli Sulong, N.H., Suhatril, Meldi, Arabnejad Khanouki, M.M.

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