Hamzeh Shakib

959 total citations
56 papers, 750 citations indexed

About

Hamzeh Shakib is a scholar working on Civil and Structural Engineering, Control and Systems Engineering and Building and Construction. According to data from OpenAlex, Hamzeh Shakib has authored 56 papers receiving a total of 750 indexed citations (citations by other indexed papers that have themselves been cited), including 53 papers in Civil and Structural Engineering, 10 papers in Control and Systems Engineering and 8 papers in Building and Construction. Recurrent topics in Hamzeh Shakib's work include Seismic Performance and Analysis (38 papers), Geotechnical Engineering and Underground Structures (14 papers) and Structural Response to Dynamic Loads (14 papers). Hamzeh Shakib is often cited by papers focused on Seismic Performance and Analysis (38 papers), Geotechnical Engineering and Underground Structures (14 papers) and Structural Response to Dynamic Loads (14 papers). Hamzeh Shakib collaborates with scholars based in Iran, Canada and India. Hamzeh Shakib's co-authors include Massumeh Ahmadizadeh, Farshad Homaei, Fereydoon Omidinasab, Masoud Soltani, T.K. Datta, Mohammad Charkhtab Basim, Abbas Ghasemi, C. S. Desai, Mohammadreza Bemanian and Mojtaba Fathi and has published in prestigious journals such as SHILAP Revista de lepidopterología, Engineering Structures and Journal of Structural Engineering.

In The Last Decade

Hamzeh Shakib

55 papers receiving 702 citations

Peers — A (Enhanced Table)

Peers by citation overlap · career bar shows stage (early→late) cites · hero ref

Name h Career Trend Papers Cites
Hamzeh Shakib Iran 16 693 135 54 49 48 56 750
Arézou Modaressi France 9 603 0.9× 85 0.6× 41 0.8× 54 1.1× 23 0.5× 21 700
Süleyman Adanur Türkiye 19 812 1.2× 155 1.1× 51 0.9× 50 1.0× 19 0.4× 52 870
Bülent Akbaş Türkiye 16 768 1.1× 227 1.7× 63 1.2× 25 0.5× 72 1.5× 64 802
Şevket Ateş Türkiye 16 651 0.9× 111 0.8× 53 1.0× 61 1.2× 16 0.3× 41 679
Eren Uçkan Türkiye 12 453 0.7× 51 0.4× 43 0.8× 40 0.8× 89 1.9× 30 485
Young-Sun Choun South Korea 13 340 0.5× 94 0.7× 53 1.0× 27 0.6× 40 0.8× 39 476
Carlos Zavala Peru 7 460 0.7× 143 1.1× 25 0.5× 52 1.1× 14 0.3× 30 563
Juan Carlos Olarte United States 4 456 0.7× 99 0.7× 27 0.5× 32 0.7× 13 0.3× 7 513
Marshall Lew United States 12 563 0.8× 126 0.9× 25 0.5× 94 1.9× 47 1.0× 45 616
Ronald L. Mayes United States 16 938 1.4× 178 1.3× 115 2.1× 31 0.6× 31 0.6× 53 984

Countries citing papers authored by Hamzeh Shakib

Since Specialization
Citations

This map shows the geographic impact of Hamzeh Shakib's research. It shows the number of citations coming from papers published by authors working in each country. You can also color the map by specialization and compare the number of citations received by Hamzeh Shakib with the expected number of citations based on a country's size and research output (numbers larger than one mean the country cites Hamzeh Shakib more than expected).

Fields of papers citing papers by Hamzeh Shakib

Since Specialization
Physical SciencesHealth SciencesLife SciencesSocial Sciences

This network shows the impact of papers produced by Hamzeh Shakib. Nodes represent research fields, and links connect fields that are likely to share authors. Colored nodes show fields that tend to cite the papers produced by Hamzeh Shakib. The network helps show where Hamzeh Shakib may publish in the future.

Co-authorship network of co-authors of Hamzeh Shakib

This figure shows the co-authorship network connecting the top 25 collaborators of Hamzeh Shakib. A scholar is included among the top collaborators of Hamzeh Shakib based on the total number of citations received by their joint publications. Widths of edges represent the number of papers authors have co-authored together. Node borders signify the number of papers an author published with Hamzeh Shakib. Hamzeh Shakib is excluded from the visualization to improve readability, since they are connected to all nodes in the network.

All Works

20 of 20 papers shown
1.
Bemanian, Mohammadreza, et al.. (2021). Masonry Dome Behavior under Gravity Loads Based on the Support Condition by Considering Variable Curves and Thicknesses. Buildings. 11(6). 241–241. 9 indexed citations
2.
Shakib, Hamzeh, et al.. (2020). Evaluation of Plasco Building fire-induced progressive collapse. Structures. 28. 205–224. 33 indexed citations
3.
Shakib, Hamzeh, et al.. (2019). Reduction of shear lag and improvement of performance in tubular structures. 19(5). 0–0. 1 indexed citations
4.
Shakib, Hamzeh, et al.. (2018). Effects of foundation flexibility on seismic demands of asymmetric buildings subject to near-fault ground motions. STRUCTURAL ENGINEERING AND MECHANICS. 66(5). 637. 2 indexed citations
5.
Shakib, Hamzeh, et al.. (2018). On a Reliability-Based Method to Improve the Seismic Performance of Midrise Steel Moment Resisting Frame Setback Buildings. International Journal of Steel Structures. 19(1). 58–70. 8 indexed citations
6.
Shakib, Hamzeh, et al.. (2018). Technical and Administrative Assessment of Plasco Building Incident. International Journal of Civil Engineering. 16(9). 1227–1239. 17 indexed citations
7.
Homaei, Farshad, Hamzeh Shakib, & Masoud Soltani. (2017). Probabilistic Seismic Performance Evaluation of Vertically Irregular Steel Building Considering Soil–Structure Interaction. International Journal of Civil Engineering. 15(4). 611–625. 21 indexed citations
8.
Shakib, Hamzeh & Farshad Homaei. (2017). Probabilistic seismic performance assessment of the soil-structure interaction effect on seismic response of mid-rise setback steel buildings. Bulletin of Earthquake Engineering. 15(7). 2827–2851. 36 indexed citations
9.
Shakib, Hamzeh, et al.. (2016). Fragility Curve Development for Assessing Midrise Steel Building with Buckling Resistant Braced System Having Vertical Irregularity. Journal of seismology and earthquake engineering. 17(4). 293–304. 5 indexed citations
10.
Shakib, Hamzeh, et al.. (2016). Evaluation of Nonlinear Behavior of Dual Steel Frame-Shear Wall System by a Group of Real Earthquakes. SHILAP Revista de lepidopterología. 1 indexed citations
11.
Shakib, Hamzeh, et al.. (2016). Experimental and Analytical Evaluation of Confined Masonry Walls Retrofitted with CFRP Strips and Mesh-Reinforced PF Shotcrete. Journal of Performance of Constructed Facilities. 30(6). 11 indexed citations
12.
Shakib, Hamzeh, et al.. (2014). Analytical and Experimental Seismic Evaluation of Confined Masonry Walls Retrofitted by Steel-Fiber and Polypropylene Shotcrete. Journal of seismology and earthquake engineering. 16(4). 271–280. 3 indexed citations
13.
Shakib, Hamzeh, et al.. (2013). Probabilistic seismic performance evaluation of non-geometric vertically irregular steel buildings. Journal of Constructional Steel Research. 82. 88–98. 39 indexed citations
14.
Shakib, Hamzeh, et al.. (2011). Seismic rehabilitation of semi-rigid steel framed buildings—A case study. Journal of Constructional Steel Research. 67(6). 1042–1049. 11 indexed citations
15.
Shakib, Hamzeh, et al.. (2010). Experimental Investigation of the Effect of Transverse Beams on the In-plane Behavior of Brick-Flat-Arch Roofs. Journal of seismology and earthquake engineering. 12(12). 51–59. 3 indexed citations
16.
Desai, C. S., et al.. (2009). IMPLEMENTATION AND COMPARISON OF A GENERALIZED PLASTICITY AND DISTURBED STATE CONCEPT FOR THE LOAD-DEFORMATION BEHAVIOR OF FOUNDATIONS. Scientia Iranica. 16(3). 189–198. 7 indexed citations
17.
Khaji, Naser, et al.. (2009). Soil-Structure Interaction (SSI) Analysis Using a Hybrid Spectral Element/Finite Element (SE/FE) Approach. Journal of seismology and earthquake engineering. 11(2). 83–95. 6 indexed citations
18.
Shakib, Hamzeh. (2004). Evaluation of dynamic eccentricity by considering soil–structure interaction: a proposal for seismic design codes. Soil Dynamics and Earthquake Engineering. 24(5). 369–378. 18 indexed citations
19.
Shakib, Hamzeh, et al.. (2003). Effect of vertical component of earthquake on the response of pure-friction base-isolated asymmetric buildings. Engineering Structures. 25(14). 1841–1850. 25 indexed citations
20.
Shakib, Hamzeh, et al.. (2003). Response of pure-friction sliding structures to three components of earthquake excitation. Computers & Structures. 81(4). 189–196. 37 indexed citations

Rankless uses publication and citation data sourced from OpenAlex, an open and comprehensive bibliographic database. While OpenAlex provides broad and valuable coverage of the global research landscape, it—like all bibliographic datasets—has inherent limitations. These include incomplete records, variations in author disambiguation, differences in journal indexing, and delays in data updates. As a result, some metrics and network relationships displayed in Rankless may not fully capture the entirety of a scholar's output or impact.

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