Qiang Han

4.0k total citations
161 papers, 3.0k citations indexed

About

Qiang Han is a scholar working on Civil and Structural Engineering, Building and Construction and Control and Systems Engineering. According to data from OpenAlex, Qiang Han has authored 161 papers receiving a total of 3.0k indexed citations (citations by other indexed papers that have themselves been cited), including 153 papers in Civil and Structural Engineering, 80 papers in Building and Construction and 9 papers in Control and Systems Engineering. Recurrent topics in Qiang Han's work include Seismic Performance and Analysis (82 papers), Structural Behavior of Reinforced Concrete (79 papers) and Structural Engineering and Vibration Analysis (55 papers). Qiang Han is often cited by papers focused on Seismic Performance and Analysis (82 papers), Structural Behavior of Reinforced Concrete (79 papers) and Structural Engineering and Vibration Analysis (55 papers). Qiang Han collaborates with scholars based in China, Hong Kong and Australia. Qiang Han's co-authors include Xiuli Du, Kun Xu, Kaiming Bi, Yu‐Lei Bai, Jianian Wen, Xiuli Du, Yulong Zhou, Huihui Dong, Jingbo Liu and Zhenlei Jia and has published in prestigious journals such as SHILAP Revista de lepidopterología, Construction and Building Materials and Optics Express.

In The Last Decade

Qiang Han

150 papers receiving 2.9k citations

Peers — A (Enhanced Table)

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

Name h Career Trend Papers Cites
Qiang Han China 29 2.8k 1.4k 229 199 160 161 3.0k
Xiuli Du China 29 2.9k 1.0× 885 0.6× 242 1.1× 305 1.5× 271 1.7× 172 3.1k
Roberto Nascimbene Italy 39 3.5k 1.3× 1.6k 1.2× 186 0.8× 195 1.0× 324 2.0× 133 3.8k
Kuo‐Chun Chang Taiwan 30 2.8k 1.0× 989 0.7× 205 0.9× 202 1.0× 104 0.7× 106 3.0k
Larry A. Fahnestock United States 30 3.1k 1.1× 945 0.7× 297 1.3× 453 2.3× 79 0.5× 125 3.3k
Dora Foti Italy 27 2.2k 0.8× 856 0.6× 195 0.9× 118 0.6× 111 0.7× 128 2.5k
Gregory A. MacRae New Zealand 32 3.9k 1.4× 1.6k 1.1× 250 1.1× 280 1.4× 53 0.3× 183 4.1k
Emanuele Brunesi Italy 31 2.4k 0.9× 1.2k 0.8× 110 0.5× 89 0.4× 262 1.6× 77 2.6k
Cristoforo Demartino China 26 1.4k 0.5× 1.0k 0.7× 283 1.2× 130 0.7× 195 1.2× 110 1.9k
Seyed Mehdi Zahrai Iran 24 1.6k 0.6× 459 0.3× 206 0.9× 283 1.4× 141 0.9× 150 1.8k
Xuhong Zhou China 32 2.7k 1.0× 1.3k 1.0× 390 1.7× 176 0.9× 102 0.6× 183 3.1k

Countries citing papers authored by Qiang Han

Since Specialization
Citations

This map shows the geographic impact of Qiang Han'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 Qiang Han with the expected number of citations based on a country's size and research output (numbers larger than one mean the country cites Qiang Han more than expected).

Fields of papers citing papers by Qiang Han

Since Specialization
Physical SciencesHealth SciencesLife SciencesSocial Sciences

This network shows the impact of papers produced by Qiang Han. 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 Qiang Han. The network helps show where Qiang Han may publish in the future.

Co-authorship network of co-authors of Qiang Han

This figure shows the co-authorship network connecting the top 25 collaborators of Qiang Han. A scholar is included among the top collaborators of Qiang Han 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 Qiang Han. Qiang Han 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.
Dong, Huihui, et al.. (2025). Study on the equivalent plastic hinge length of reinforced concrete circular double-column piers. Structures. 74. 108638–108638. 1 indexed citations
2.
Han, Qiang, et al.. (2025). Dynamic direct shear strength of the assembled interface of precast bridge piers under impact loading. Engineering Structures. 333. 120150–120150.
3.
Xu, Kun, Minghui Li, Ruisheng Ma, Qiang Han, & Xiuli Du. (2025). Comprehensive studies on optimization and control effectiveness of tuned viscous mass dampers (TVMDs) in long-span bridges with floating systems. Engineering Structures. 328. 119720–119720. 3 indexed citations
4.
Wen, Jianian, et al.. (2024). Post-earthquake functionality and resilience prediction of bridge networks based on data-driven machine learning method. Soil Dynamics and Earthquake Engineering. 190. 109127–109127. 9 indexed citations
5.
Dong, Huihui, Chao Wang, Qiang Han, & Xiuli Du. (2024). Re-centering capability of partially self-centering structures with flag-shaped hysteretic behavior subjected to near-fault pulsed ground motion. Soil Dynamics and Earthquake Engineering. 186. 108892–108892. 4 indexed citations
6.
Jia, Zhenlei, et al.. (2024). Seismic response of rocking bridge systems under three-dimensional ground motions. Engineering Structures. 322. 119162–119162. 3 indexed citations
7.
Liu, Yongjian, et al.. (2024). Conceptual design of lightweight assembled double-skinned UHPC composite pylons for large-span suspension bridges. Structures. 70. 107725–107725. 3 indexed citations
8.
Jia, Junfeng, et al.. (2024). Shear behavior of precast bridge deck panels with UHPC wet joints. Engineering Structures. 316. 118569–118569. 13 indexed citations
9.
Zhang, Qiang, et al.. (2024). Life-cycle seismic performance of bridges with thin-walled steel piers under bi-directional excitations. Journal of Constructional Steel Research. 223. 109068–109068. 4 indexed citations
10.
Bi, Kaiming, et al.. (2024). Overturning resistant capacities of rocking frames with supplemental vibration control devices under pulse-type excitations. Engineering Structures. 313. 118212–118212. 2 indexed citations
11.
12.
Zhang, Qiang, Qiang Han, & Jianian Wen. (2024). Life-cycle seismic performance of Q690 steel columns with H-section under various bi-directional cyclic loading paths. Engineering Structures. 306. 117832–117832. 8 indexed citations
13.
Zhang, Guangda, et al.. (2024). Evaluation of seismic performance and damage characteristics of column-footing joints with shallow socket connection. Engineering Structures. 311. 118172–118172. 4 indexed citations
14.
Dong, Huihui, et al.. (2024). Seismic performance assessment of RC bridge piers with variable hysteresis performance dampers. Engineering Structures. 310. 118085–118085. 3 indexed citations
15.
Zhang, Qiang, et al.. (2023). Life-cycle assessment and prediction on ultimate capacity of corroded Q690 steel columns with H-section under bi-directional cyclic loading. Thin-Walled Structures. 195. 111391–111391. 14 indexed citations
16.
Wen, Jianian, et al.. (2023). Optimal design of cable-stayed bridge and its approach spans under spatially varying ground motions. Engineering Structures. 286. 116092–116092. 3 indexed citations
17.
Song, Jian, Kaiming Bi, Ruisheng Ma, Kun Xu, & Qiang Han. (2023). Optimum design and performance evaluation of inerter‐based dampers for seismic protection of adjacent bridges. Structures. 55. 1277–1291. 10 indexed citations
18.
Zhang, Qiang, et al.. (2023). Performance and damage states assessment of thin-walled steel bridge piers with end-corrosion under earthquake loading. Thin-Walled Structures. 192. 111173–111173. 12 indexed citations
19.
Li, Zhenchuan, Kun Xu, Ruisheng Ma, Kaiming Bi, & Qiang Han. (2023). A novel lever-arm tuned mass damper inerter (LTMDI) for vibration control of long-span bridges. Engineering Structures. 293. 116662–116662. 30 indexed citations
20.

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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2026