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Emin Hökelekli ORCID

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. Hökelekli, Emin / Bayraktar, Alemdar / Şermet, Fethi (2023): Seismic Failure Mechanisms of Concrete Pile Groups in Layered Soft Soil Profiles. In: Buildings, v. 14, n. 1 (31 December 2023).

    https://doi.org/10.3390/buildings14010177

  2. Bayraktar, Alemdar / Hökelekli, Emin / Türker, Temel / Çalik, İsmet / Ashour, Ashraf / Mosallam, Ayman (2019): Window opening effects on structural behavior of historical masonry Fatih Mosque. In: International Journal of Architectural Heritage, v. 13, n. 4 ( 2019).

    https://doi.org/10.1080/15583058.2018.1447617

  3. Ercan, Emre / Hökelekli, Emin / Arisoy, Bengi (2021): Behavior of precast composite columns under axial and transverse forces. In: Journal of Building Engineering, v. 44 (December 2021).

    https://doi.org/10.1016/j.jobe.2021.103262

  4. Bayraktar, Alemdar / Hökelekli, Emin / Akköse, Mehmet (2023): Influence of Fluid–Structure Interaction on Seismic Performance Improvement of Historical Masonry Aqueducts. In: International Journal of Architectural Heritage, v. 17, n. 3 (June 2023).

    https://doi.org/10.1080/15583058.2021.1936288

  5. Şermet, Fethi / Ercan, Emre / Hökelekli, Emin / Demir, Ali / Arisoy, Bengi (2021): The behavior of concrete‐encased steel composite column‐beam joints under cyclic loading. In: The Structural Design of Tall and Special Buildings, v. 30, n. 6 (25 April 2021).

    https://doi.org/10.1002/tal.1842

  6. Demir, Ali / Nohutcu, Halil / Ercan, Emre / Hökelekli, Emin / Altintas, Gokhan (2016): Effect of model calibration on seismic behaviour of a historical mosque. In: Structural Engineering and Mechanics, v. 60, n. 5 (December 2016).

    https://doi.org/10.12989/sem.2016.60.5.749

  7. Bayraktar, Alemdar / Hökelekli, Emin (2021): A cost-effective FRCM technique for seismic strengthening of minarets. In: Engineering Structures, v. 229 (February 2021).

    https://doi.org/10.1016/j.engstruct.2020.111672

  8. Hökelekli, Emin / Demir, Ali / Ercan, Emre / Nohutcu, Halil / Karabulut, Abdurrahman: Seismic Assessment in a Historical Masonry Minaret by Linear and Non-linear Seismic Analyses. In: Periodica Polytechnica Civil Engineering.

    https://doi.org/10.3311/ppci.15126

  9. Hökelekli, Emin: Effect of Cohesive Contact of Backfill with Arch and Spandrel Walls of a Historical Masonry Arch Bridge on Seismic Response. In: Periodica Polytechnica Civil Engineering.

    https://doi.org/10.3311/ppci.14198

  10. Bayraktar, Alemdar / Hökelekli, Emin (2020): Influences of earthquake input models on nonlinear seismic performances of minaret-foundation-soil interaction systems. In: Soil Dynamics and Earthquake Engineering, v. 139 (December 2020).

    https://doi.org/10.1016/j.soildyn.2020.106368

  11. Bayraktar, Alemdar / Hökelekli, Emin (2021): Seismic Performances of Different Spandrel Wall Strengthening Techniques in Masonry Arch Bridges. In: International Journal of Architectural Heritage, v. 15, n. 11 (February 2021).

    https://doi.org/10.1080/15583058.2020.1719234

  12. Hökelekli, Emin / Al‐Helwani, Amjad (2020): Effect of soil properties on the seismic damage assessment of historical masonry minaret–soil interaction systems. In: The Structural Design of Tall and Special Buildings, v. 29, n. 2 (10 February 2020).

    https://doi.org/10.1002/tal.1694

  13. Basaran, Hakan / Demir, Ali / Ercan, Emre / Nohutcu, Halil / Hökelekli, Emin / Kozanoglu, Celalettin (2016): Investigation of seismic safety of a masonry minaret using its dynamic characteristics. In: Earthquakes and Structures, v. 10, n. 3 (March 2016).

    https://doi.org/10.12989/eas.2016.10.3.523

  14. Öztürk, Şehabettin / Bayraktar, Alemdar / Hökelekli, Emin / Ashour, Ashraf (2020): Nonlinear Structural Performance of a Historical Brick Masonry Inverted Dome. In: International Journal of Architectural Heritage, v. 14, n. 8 ( 2020).

    https://doi.org/10.1080/15583058.2019.1592265

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