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

  1. Rahimi, A. / Eslami, A. / McCartney, J. S.: Hyperbolic load-displacement analysis of helical and expanded piles: database approach. In: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering.

    https://doi.org/10.1680/jgeen.23.00196

  2. Tadayon, A. / Eslami, A. / Fakharian, K. (2022): Load–Displacement Behavior of Semi-deep Shell Foundations on Sand by Experimental Study. In: International Journal of Civil Engineering, v. 20, n. 7 (April 2022).

    https://doi.org/10.1007/s40999-022-00707-2

  3. Esfandyary, R. / Razzaghi, M. S. / Eslami, A. (2015): A parametric investigation on the hysteretic behaviour of CFT column to steel beam connections. In: Structural Engineering and Mechanics, v. 55, n. 1 (Juli 2015).

    https://doi.org/10.12989/sem.2015.55.1.205

  4. Khagehhosseini, A. H. / Porhosseini, R. / Morshed, R. / Eslami, A. (2013): An experimental and numerical investigation on the effect of longitudinal reinforcements in torsional resistance of RC beams. In: Structural Engineering and Mechanics, v. 47, n. 2 (Juli 2013).

    https://doi.org/10.12989/sem.2013.47.2.247

  5. Dalalbashi, A. / Eslami, A. / Ronagh, H. R. (2012): Plastic hinge relocation in RC joints as an alternative method of retrofitting using FRP. In: Composite Structures, v. 94, n. 8 (Juli 2012).

    https://doi.org/10.1016/j.compstruct.2012.02.016

  6. Taghaddos, H. / Eslami, A. / Hermann, U. / AbouRizk, S. / Mohamed, Y. (2019): Auction-based Simulation for Industrial Crane Operations. In: Automation in Construction, v. 104 (August 2019).

    https://doi.org/10.1016/j.autcon.2019.03.015

  7. Eslami, A. / Ronagh, H. R. (2016): Numerical Investigation on the Seismic Retrofitting of RC Beam–Column Connections Using Flange-Bonded CFRP Composites. In: Journal of Composites for Construction, v. 20, n. 1 (Februar 2016).

    https://doi.org/10.1061/(asce)cc.1943-5614.0000590

  8. Eslami, A. / Ronagh, H. R. (2014): Experimental Investigation of an Appropriate Anchorage System for Flange-Bonded Carbon Fiber–Reinforced Polymers in Retrofitted RC Beam–Column Joints. In: Journal of Composites for Construction, v. 18, n. 4 (August 2014).

    https://doi.org/10.1061/(asce)cc.1943-5614.0000456

  9. Dalalbashi, A. / Eslami, A. / Ronagh, H. R. (2013): Numerical Investigation on the Hysteretic Behavior of RC Joints Retrofitted with Different CFRP Configurations. In: Journal of Composites for Construction, v. 17, n. 3 (Juni 2013).

    https://doi.org/10.1061/(asce)cc.1943-5614.0000361

  10. Mahini, S. S. / Eslami, A. / Ronagh, H. R. (2012): Lateral performance and load carrying capacity of an unreinforced, CFRP-retrofitted historical masonry vault – A case study. In: Construction and Building Materials, v. 28 (März 2012).

    https://doi.org/10.1016/j.conbuildmat.2011.08.013

  11. Eslami, A. / Ronagh, H. R. / Mahini, S. S. / Morshed, R. (2012): Experimental investigation and nonlinear FE analysis of historical masonry buildings – A case study. In: Construction and Building Materials, v. 35 (Oktober 2012).

    https://doi.org/10.1016/j.conbuildmat.2012.04.002

  12. Eslami, A. / Ronagh, H. R. / Mostofinejad, D. (2016): Analytical Assessment of CFRP Retrofitted Reinforced-Concrete Buildings Subjected to Near-Fault Ground Motions. In: Journal of Performance of Constructed Facilities (ASCE), v. 30, n. 6 (Dezember 2016).

    https://doi.org/10.1061/(asce)cf.1943-5509.0000882

  13. Baji, H. / Eslami, A. / Ronagh, H. R. (2015): Development of a nonlinear FE modelling approach for FRP-strengthened RC beam-column connections. In: Structures, v. 3 (August 2015).

    https://doi.org/10.1016/j.istruc.2015.06.003

  14. Eslami, A. / Ronagh, H. R. (2014): Effect of elaborate plastic hinge definition on the pushover analysis of reinforced concrete buildings. In: The Structural Design of Tall and Special Buildings, v. 23, n. 4 (März 2014).

    https://doi.org/10.1002/tal.1035

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