Research articles
[J15] Chen L, Ge X*, Liu Y, Wang D. A new passive control device for seismic protection of bridges: the lock-up buckling-restrained brace (LUBRB). Earthquake Engineering and Engineering Vibration. Under review.
[J14] Shi F, Wang DS*, Du WX, Ge X, Sun ZG. Parametric study on seismic performance of stainless steel piers with box section. ASCE-Journal of Structural Engineering, 2025, 151(9), 04025131.
[J13] Sun BJ, Wang DS*, Rong X, Ge X. Potential damage identification of continuous curved steel-concrete composite box-girder bridges based on vehicle-scanning method. Structures, 2025, 76:109032.
[J12] Ge X*, Liu TL, Liu YH, Sun ZG, Yang YQ, Kashani MM, Wang DS. Bond-slip behaviour of 1.4362 duplex stainless steel bar embedded in concrete. Archives of Civil and Mechanical Engineering, 2025, 25, 92.
[J11] Jiang L, Ge CY, Zhou PC, Sun ZG, Liu JJ, Liu YH, Wang DS, Ge X*. Numerical study on seismic performance of Rocking Self-Centring (RSC) bridge piers under bidirectional excitation. International Journal of Structural Stability and Dynamics, 2025, 25(5), 2550041.
[J10] Zou YH, Wang DS*, Li XL, Tong L, Hui YX, Ge X. Seismic performance assessment and retrofitted by buckling-restrained braces for half-through concrete-filled steel tubular arch bridge with the vertical suspended deck system. Advances in Structural Engineering, 2024, 28(4), 642-657.
[J09] Ge X*, Liu YH, Yang YQ, Alexander NA, Kashani MM. Extended Bouc-Wen model identification using shaking table test data of ageing bridge piers. Bulletin of Earthquake Engineering, 2024, 22, 7415–7437.
[J08] Fu JY, Ge X*, Chen L, Hui YX, Qian H, Liu YH, Wang DS. Low-cycle fatigue behaviour of ribbed 1.4362 duplex stainless steel reinforcement. Case Studies in Construction Materials, 2024, 20, e03218.
[J07] Yang YQ, Mu ZG*, Ge X. Machine learning-based prediction of elastic buckling coefficients on diagonally stiffened plate subjected to shear, bending, and compression. Sustainability, 2023, 15(10), 7815.
[J06] Fu JY, Ge X*, Li JT, Sun ZG, Qian H, Wang DS. Experimental investigation of the seismic performance of precast post-tensioned segmental bridge piers with stainless energy-dissipating bars. Engineering Structures, 2023, 283, 115889.
[J05] Ge X*, Kashani MM, Sun ZG, Yang YQ, Alexander NA. Exploring the performance of experimentally benchmarked RC bridge pier models when subjected to sequential seismic shocks. Structures, 2022, 45, 1530-1543.
[J04] Fu JY, Ge X*, Li JT, Sun ZG, Wang DS. Seismic performance of concrete bridge piers reinforced by stainless steel bars: A quasi-static experimental study. Engineering Structures, 2022, 266(4), 114507.
[J03] Ge X, Alexander NA, Kashani MM*. Rapid post-earthquake damage assessment of ageing reinforced concrete bridge piers using time-frequency analysis. Structure and Infrastructure Engineering, 2021, 17(3), 1228-1244.
[J02] Ge X, Dietz MS, Alexander NA, Kashani MM*. Nonlinear dynamic behaviour of severely corroded reinforced concrete columns: shaking table study. Bulletin of Earthquake Engineering, 2020, 18(5), 1417-1443.
[J01] Kashani MM*, Ge X, Dietz MS, Crewe A, Alexander NA. Significance of non-stationary characteristics of ground-motion on structural damage: shaking table study. Bulletin of Earthquake Engineering, 2019, 17(4), 4885-4907.
Conference papers
[C03] Kashani MM, Alexander NA, Ge X. Rapid post-earthquake damage assessment of ageing bridges using acceleration data. 18th World Conference on Earthquake Engineering, 2024.
[C02] Ge X, Alexander NA, Kashani MM. Experimental investigation of seismic behaviour of corroded RC bridge piers. 6th International Symposium on Life-Cycle Civil Engineering, 2018.
[C01] Ge X, Alexander NA, Kashani MM. Experimental evaluation of confinement and ground motion characteristics effects on RC bridge piers. 16th European Conference on Earthquake Engineering, 2018.
Other publications
[B01] Ge X. Seismic performance of corroded RC bridge piers: a large-scale shaking table study. Doctoral thesis, University of Bristol, 2020, United Kingdom.