2662-5407

Advances in Bridge Engineering

Springer (Biomed Central Ltd.)

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Attach ORCID iDs across 70 articles

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DOIs for this ISSN

Showing the top 5 of 219 DOIs, ordered by correction priority.

# Title Missing Priority Citations
1 The application of deep learning in bridge health monitoring… (10.1186/s43251-022-00078-7)
ORCID
45.15 63
2 Cable force estimation of cables with small sag considering… (10.1186/s43251-021-00037-8)
ORCID
34.51 23
3 Recent advances in structural health diagnosis: a machine le… (10.1186/s43251-024-00155-z)
ORCID
33.56 21
4 Bridge vibration measurements using different camera placeme… (10.1186/s43251-023-00105-1)
ORCID
33.06 20
5 Standardization construction and development trend of bridge… (10.1186/s43251-020-00016-5)
ORCID
31.97 18
6 Stress-free-state based structural analysis and construction… (10.1186/s43251-020-00001-y)
ORCID
31.38 17
7 Classifying bridges for the risk of fire hazard via competit… (10.1186/s43251-020-00027-2)
ORCID
31.38 17
8 Seismic cracking mechanism and control for pre-stressed conc… (10.1186/s43251-021-00040-z)
ORCID
31.38 17
9 Adding ceramic polishing waste as filler to reduce paste vol… (10.1186/s43251-020-00019-2)
ORCID
30.76 16
10 Across-fault ground motions and their effects on some bridge… (10.1186/s43251-020-00028-1)
ORCID
30.76 16
11 Estimation of base grout quantity for cast in situ piles bas… (10.1186/s43251-020-00005-8)
Abstract ORCID
30.10 3
12 Study of wave forces acting on the box-girder superstructure… (10.1186/s43251-020-00018-3)
ORCID
30.10 15
13 Numerical study on breaking solitary wave force on box-girde… (10.1186/s43251-021-00048-5)
ORCID
30.10 15
14 A CNN deep learning approach to scour depth estimation aroun… (10.1186/s43251-025-00170-8)
ORCID
28.65 13
15 Parametric analysis of the dynamic characteristics of a long… (10.1186/s43251-020-00010-x)
ORCID
27.85 12
16 Seismic fragility analysis for tall pier bridges with rockin… (10.1186/s43251-020-00023-6)
ORCID
27.85 12
17 Three-dimensional fatigue crack propagation analysis of weld… (10.1186/s43251-020-00029-0)
ORCID
27.85 12
18 Experimental tests and numerical simulations of circular rei… (10.1186/s43251-020-00002-x)
ORCID
26.98 11
19 Deformation monitoring and analysis of a long-span cable-sta… (10.1186/s43251-020-00008-5)
ORCID
26.03 10
20 Aerodynamic characteristics of a square cylinder with corner… (10.1186/s43251-021-00042-x)
ORCID
26.03 10
21 Monitoring bond-slip behavior of CFRP-RCESC beams using piez… (10.1186/s43251-021-00046-7)
ORCID
25.00 9
22 Numerical modeling of hydrodynamic added mass and added damp… (10.1186/s43251-023-00104-2)
ORCID
23.86 8
23 Improving vehicle’s seismic safety by equipping railway brid… (10.1186/s43251-022-00055-0)
ORCID
22.58 7
24 Fire behavior of composite steel truss bridge girders: numer… (10.1186/s43251-024-00150-4)
ORCID
21.13 6
25 Cross hole sonic test results for analysis of pile load test (10.1186/s43251-020-00017-4)
ORCID
19.45 5
26 Static analysis of box-girder bridge under the influence of… (10.1186/s43251-022-00076-9)
ORCID
19.45 5
27 Generation of a mountain-valley wind in an atmospheric bound… (10.1186/s43251-023-00082-5)
ORCID
19.45 5
28 Seismic performance of round-end hollow RC tall bridge piers… (10.1186/s43251-024-00146-0)
ORCID
19.45 5
29 Damage control of a twin-column pier with a replaceable stee… (10.1186/s43251-020-00031-6)
ORCID
17.47 4
30 Experimental study on dynamic effect of freestanding tower o… (10.1186/s43251-020-00032-5)
ORCID
17.47 4
31 A theory of pedestrian-induced footbridge vibration comforta… (10.1186/s43251-021-00045-8)
ORCID
17.47 4
32 Reduced T-shaped soil domain for nonlinear dynamic soil-brid… (10.1186/s43251-022-00057-y)
ORCID
17.47 4
33 Study on the distribution of average wind speeds at a mounta… (10.1186/s43251-024-00127-3)
ORCID
17.47 4
34 Response analysis of a long-span cable-stayed bridge with ul… (10.1186/s43251-024-00142-4)
ORCID
17.47 4
35 Dynamic displacement reconstruction of bridge based on physi… (10.1186/s43251-025-00159-3)
ORCID
17.47 4
36 Effect of pipe-cooling system on thermal-mechanical behaviou… (10.1186/s43251-020-00009-4)
ORCID
15.05 3
37 An accurate frequency-domain model of water interaction with… (10.1186/s43251-020-00026-3)
ORCID
15.05 3
38 Polya urn model-based performance assessment of PSC bridges:… (10.1186/s43251-022-00066-x)
ORCID
15.05 3
39 Investigation of multiple-vehicle scenarios to improve syste… (10.1186/s43251-024-00152-2)
ORCID
15.05 3
40 Direction effect of vertical ground motion on seismic damage… (10.1186/s43251-024-00154-0)
ORCID
15.05 3
41 Research on virtual trial-assembly technology of steel-pipe-… (10.1186/s43251-025-00165-5)
ORCID
15.05 3
42 Wind-resistant performances comparison between a long-span C… (10.1186/s43251-025-00177-1)
ORCID
15.05 3
43 Full-scale test of precast prestressed concrete double-tee g… (10.1186/s43251-021-00044-9)
ORCID
11.93 2
44 Intelligent safety assessment method for demolition construc… (10.1186/s43251-023-00088-z)
ORCID
11.93 2
45 Entire mechanical analysis of prestressed CFRP strengthened… (10.1186/s43251-024-00121-9)
ORCID
11.93 2
46 Coupling effect of wind-wave-undercurrent on cross-sea bridg… (10.1186/s43251-024-00156-y)
ORCID
11.93 2
47 Numerical study on the longitudinal seismic performance of n… (10.1186/s43251-025-00160-w)
ORCID
11.93 2
48 Study on the influence of reservoir impoundment in mountaino… (10.1186/s43251-025-00163-7)
ORCID
11.93 2
49 Dynamic response analysis of hollow thin-walled pier rigid-f… (10.1186/s43251-025-00178-0)
ORCID
11.93 2
50 Investigating the influence of UHPC layer length on the flex… (10.1186/s43251-025-00183-3)
ORCID
11.93 2