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OpenAlex Citation Counts

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OpenAlex is a bibliographic catalogue of scientific papers, authors and institutions accessible in open access mode, named after the Library of Alexandria. It's citation coverage is excellent and I hope you will find utility in this listing of citing articles!

If you click the article title, you'll navigate to the article, as listed in CrossRef. If you click the Open Access links, you'll navigate to the "best Open Access location". Clicking the citation count will open this listing for that article. Lastly at the bottom of the page, you'll find basic pagination options.

Requested Article:

Parametric study and finite element analysis of self-centring steel column bases with different structural properties
Elena Elettore, Fabio Freddi, Massimo Latour, et al.
Journal of Constructional Steel Research (2022) Vol. 199, pp. 107628-107628
Open Access | Times Cited: 15

Showing 15 citing articles:

Shaking table tests of seismic-resilient post-tensioned reinforced concrete bridge piers with enhanced bases
Yu Shen, Fabio Freddi, Yongxing Li, et al.
Engineering Structures (2024) Vol. 305, pp. 117690-117690
Closed Access | Times Cited: 9
Pseudo‐dynamic testing, repairability, and resilience assessment of a large‐scale steel structure equipped with self‐centering column bases
Elena Elettore, Fabio Freddi, Massimo Latour, et al.
Earthquake Engineering & Structural Dynamics (2024) Vol. 53, Iss. 9, pp. 2756-2781
Open Access | Times Cited: 9
Seismic performance of a novel hemisphere-based rocking hinge realizing self-centering damage-free bridge system
Xueqi Zhong, Yu Shen, Xu Chen, et al.
Engineering Structures (2023) Vol. 298, pp. 117032-117032
Closed Access | Times Cited: 16
Development of an earthquake-resilient column base equipped with a bidirectional hinge: seismic performance and structural applications
Jian-peng Wei, Huiyun Qiao, Tian Han
Journal of Building Engineering (2025), pp. 112191-112191
Closed Access
Behaviour and design resistance of long bolts in tension
Neda Janković, Filip Ljubinković, Jorge Conde, et al.
Journal of Constructional Steel Research (2025) Vol. 229, pp. 109492-109492
Open Access
Damage-free self-centring links for eccentrically braced frames: development and numerical study
Annarosa Lettieri, Amparo de la Peña, Fabio Freddi, et al.
Journal of Constructional Steel Research (2022) Vol. 201, pp. 107727-107727
Open Access | Times Cited: 19
Numerical studies on the seismic response of a three-storey low-damage steel framed structure incorporating seismic friction connections
Zhenduo Yan, Shahab Ramhormozian, G. Charles Clifton, et al.
Resilient Cities and Structures (2023) Vol. 2, Iss. 1, pp. 91-102
Open Access | Times Cited: 10
Mechanical behaviour and experimental evaluation of self-centring steel plate shear walls considering frame-expansion effects
Chuandong Xie, Xiantie Wang, George Vasdravellis
Journal of Building Engineering (2023) Vol. 72, pp. 106636-106636
Closed Access | Times Cited: 10
Preliminary Numerical Study of a Steel Concentrically Braced Frame Equipped with Dissipative Braces and Self-centring Column Bases
Elena Elettore, Antonella Bianca Francavilla, Fabio Freddi, et al.
Lecture notes in civil engineering (2024), pp. 418-430
Closed Access | Times Cited: 2
Displacement profile for direct-displacement based seismic design of dual frame-wall resilient system
Chuandong Xie, Xiantie Wang, George Vasdravellis, et al.
Journal of Constructional Steel Research (2024) Vol. 214, pp. 108495-108495
Closed Access | Times Cited: 2
Seismic behaviour of reusable column base connection with pinned energy dissipators
Qi Ma, Tak‐Ming Chan
Thin-Walled Structures (2024) Vol. 203, pp. 112113-112113
Closed Access | Times Cited: 1
Hybrid simulation of steel frames with Dissipative Replaceable Link Frame and high-strength steel coupling beams
Giulia Giuliani, Roberto Andreotti, Alessio Bonelli, et al.
Engineering Structures (2024) Vol. 316, pp. 118551-118551
Open Access | Times Cited: 1
Design and numerical analysis of reusable column base connection with pinned energy dissipators
Qi Ma, Tak‐Ming Chan
Journal of Constructional Steel Research (2024) Vol. 223, pp. 109012-109012
Closed Access | Times Cited: 1
Resilience Assessment of a two‐storey Steel Structure equipped with Innovative Connections
Elena Elettore, Fabio Freddi, Massimo Latour, et al.
ce/papers (2023) Vol. 6, Iss. 3-4, pp. 893-897
Open Access
EXPERIMENTAL RESPONSE OF A LARGE-SCALE STEEL STRUCTURE EQUIPPED WITH INNOVATIVE COLUMN BASES
Elena Elettore, Fabio Freddi, Massimo Latour, et al.
COMPDYN Proceedings (2023), pp. 1464-1472
Open Access
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