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K. Abedi

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. Asghari, R. / Abedi, K. / Chenaghlou, M. R. / Shekastehband, B. (2023): Retrofit strategies for mitigating progressive collapse of hybrid and traditional cable domes. In: Journal of Constructional Steel Research, v. 204 (May 2023).

    https://doi.org/10.1016/j.jcsr.2023.107807

  2. Mirzaaghazadeh, K. / Abedi, K. / Shekastehband, B. (2020): Collapse behavior of tensegrity barrel-vault structures based on di-pyramid (DP) units. In: International Journal of Structural Stability and Dynamics, v. 20, n. 11 (September 2020).

    https://doi.org/10.1142/s0219455420501199

  3. Parke, G. A. R. / Toy, N. / Savory, E. / Abedi, K. / Chenaghlou, R. (1998): Appraisal of deployable dome structures under wind loading. In: Wind & Structures, v. 1, n. 4 (December 1998).

    https://doi.org/10.12989/was.1998.1.4.317

  4. Aghajari, S. / Abedi, K. / Showkati, H. (2006): Buckling and post-buckling behavior of thin-walled cylindrical steel shells with varying thickness subjected to uniform external pressure. In: Thin-Walled Structures, v. 44, n. 8 (August 2006).

    https://doi.org/10.1016/j.tws.2006.08.015

  5. Abedi, K. / Ferdousi, A. / Afshin, H. (2008): A novel steel section for concrete-filled tubular columns. In: Thin-Walled Structures, v. 46, n. 3 (March 2008).

    https://doi.org/10.1016/j.tws.2007.07.019

  6. Shekastehband, B. / Abedi, K. (2013): Dynamic Propagation of Snap-through Buckling in Tensegrity Structures. In: International Journal of Structural Stability and Dynamics, v. 14, n. 1 (December 2013).

    https://doi.org/10.1142/s0219455413500491

  7. Shekastehband, B. / Abedi, K. (2013): Collapse Behavior of Tensegrity Systems Due To Cable Rupture. In: International Journal of Structural Stability and Dynamics, v. 13, n. 5 (May 2013).

    https://doi.org/10.1142/s0219455412500794

  8. Shekastehband, B. / Abedi, K. / Chenaghlou, M. R. (2011): Sensitivity analysis of tensegrity systems due to member loss. In: Journal of Constructional Steel Research, v. 67, n. 9 (September 2011).

    https://doi.org/10.1016/j.jcsr.2011.03.009

  9. Arablouei, A. / Gharabaghi, A. R. M. / Ghalandarzadeh, A. / Abedi, K. / Ishibashi, I. (2011): Effects of seawater–structure–soil interaction on seismic performance of caisson-type quay wall. In: Computers & Structures, v. 89, n. 23-24 (December 2011).

    https://doi.org/10.1016/j.compstruc.2011.06.005

  10. Shekastehband, B. / Abedi, K. / Dianat, N. (2014): Experimental and Numerical Studies on the Progressive Collapse Behavior of Tensegrity Systems. In: International Journal of Space Structures, v. 29, n. 1 (March 2014).

    https://doi.org/10.1260/0266-3511.29.1.9

  11. Sheidaii, M. R. / Parke, G. A. R. / Abedi, K. / Behravesh, A. (2001): Dynamic Snap-Through Buckling of Truss-Type Structures. In: International Journal of Space Structures, v. 16, n. 2 (June 2001).

    https://doi.org/10.1260/0266351011495197

  12. Abedi, K. / Parke, G. A. R. (1996): Progressive Collapse of Single-Layer Braced Domes. In: International Journal of Space Structures, v. 11, n. 3 (September 1996).

    https://doi.org/10.1177/026635119601100302

  13. Mohammadi, M. / Abedi, K. / Taghizadieh, N. (2012): Stability Analysis of Single-Layer Barrel Vault Space Structures. In: International Journal of Space Structures, v. 27, n. 4 (December 2012).

    https://doi.org/10.1260/0266-3511.27.4.203

  14. Abedi, K. / Shekastehband, B. (2008): Static Stability Behaviour of Plane Double-Layer Tensegrity Structures. In: International Journal of Space Structures, v. 23, n. 2 (June 2008).

    https://doi.org/10.1260/026635108785260542

  15. Ghandi, E. / Rafezy, B. / Abedi, K. / Howson, W. P. (2015): The Coupled flexural-torsional dynamic stiffness matrix of an elastically supported axially loaded beam with shear resistant in-fill. In: The Structural Design of Tall and Special Buildings, v. 24, n. 7 (May 2015).

    https://doi.org/10.1002/tal.1179

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