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Rizqiansyah, Akbar / Caprani, Colin C. (2024): Hierarchical Bayesian modeling of highway bridge network extreme traffic loading. In: Structural Safety, v. 111 (November 2024).
https://doi.org/10.1016/j.strusafe.2024.102503
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Zhou, Junyong / Wu, Wenrong / Caprani, Colin C. / Tan, Zeyin / Wei, Bin / Zhang, Junping (2024): A hybrid virtual–real traffic simulation approach to reproducing the spatiotemporal distribution of bridge loads. In: Computer-Aided Civil and Infrastructure Engineering, v. 39, n. 11 (21 Mai 2024).
https://doi.org/10.1111/mice.13154
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Caprani, Colin C. / Khan, M. Shihabuddin (2024): Determination of load combination factors for code calibration. In: Structural Safety, v. 107 (März 2024).
https://doi.org/10.1016/j.strusafe.2023.102415
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Caprani, Colin C. / Ngan, Jun Wei / Ahmadi, Ehsan / Zhang, Shao Hua / Bai, Yu / Satasivam, Sindu (2023): Design, construction and performance of the Monash pultruded glass fibre-reinforced polymer footbridge. In: Structures, v. 51 (Mai 2023).
https://doi.org/10.1016/j.istruc.2023.03.090
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Melhem, Mayer M. / Caprani, Colin C. (2022): Promoting probability-based bridge assessment in engineering practice: an Australian case study. In: Structure and Infrastructure Engineering, v. 18, n. 10-11 (August 2022).
https://doi.org/10.1080/15732479.2022.2061017
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Melhem, Mayer M. / Caprani, Colin C. / Stewart, Mark G. (2022): Reliability updating of partial factors for empirical codes: Application to Super-T PSC girders designs at the ultimate limit state in bending. In: Structures, v. 35 (Januar 2022).
https://doi.org/10.1016/j.istruc.2021.11.008
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Zhou, Junyong / Caprani, Colin C. (2021): A practical multi-lane factor model of bridges based on multi-truck presence considering lane load disparities. In: Frontiers of Structural and Civil Engineering, v. 15, n. 4 (August 2021).
https://doi.org/10.1007/s11709-021-0756-2
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Zhou, Junyong / Caprani, Colin C. / Zhang, Liwen (2021): On the structural safety of long-span bridges under traffic loadings caused by maintenance works. In: Engineering Structures, v. 240 (August 2021).
https://doi.org/10.1016/j.engstruct.2021.112407
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Caprani, Colin C. / Melhem, Mayer M. (2019): On the use of MCFT per AS 5100.5 for the assessment of shear capacities of existing structures. In: Australian Journal of Structural Engineering, v. 21, n. 1 (September 2019).
https://doi.org/10.1080/13287982.2019.1664207
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Caprani, Colin C. / Melhem, Mayer M. / Siamphukdee, Kanjana (2017): Reliability analysis of a Super-T prestressed concrete girder at serviceability limit state to AS 5100:2017. In: Australian Journal of Structural Engineering, v. 18, n. 4 (Oktober 2017).
https://doi.org/10.1080/13287982.2017.1332843
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Caprani, Colin C. / De Maria, James (2020): Long-span bridges: analysis of trends using a global database. In: Structure and Infrastructure Engineering, v. 16, n. 1 (7 Oktober 2020).
https://doi.org/10.1080/15732479.2019.1639773
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Melhem, Mayer M. / Caprani, Colin C. / Stewart, Mark G. (2019): Reliability of Super-T PSC girders at serviceability limit state stresses across all span ranges. In: Structure and Infrastructure Engineering, v. 15, n. 6 (Mai 2019).
https://doi.org/10.1080/15732479.2019.1581228
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Zhou, Junyong / Ruan, Xin / Shi, Xue-fei / Caprani, Colin C. (2019): An efficient approach for traffic load modelling of long span bridges. In: Structure and Infrastructure Engineering, v. 15, n. 5 (März 2019).
https://doi.org/10.1080/15732479.2018.1555264
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Caprani, Colin C. (2013): A modal precise integration method for the calculation of footbridge vibration response. In: Computers & Structures, v. 128 (November 2013).
https://doi.org/10.1016/j.compstruc.2013.06.006
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Caprani, Colin C. (2014): Application of the pseudo-excitation method to assessment of walking variability on footbridge vibration. In: Computers & Structures, v. 132 (Februar 2014).
https://doi.org/10.1016/j.compstruc.2013.11.001
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Lipari, Alessandro / Caprani, Colin C. / OBrien, Eugene J. (2017): A methodology for calculating congested traffic characteristic loading on long-span bridges using site-specific data. In: Computers & Structures, v. 190 (1 Oktober 2017).
https://doi.org/10.1016/j.compstruc.2017.04.019
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Zhou, Junyong / Shi, Xue-fei / Caprani, Colin C. / Ruan, Xin (2018): Multi-lane factor for bridge traffic load from extreme events of coincident lane load effects. In: Structural Safety, v. 72 (Mai 2018).
https://doi.org/10.1016/j.strusafe.2017.12.002
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Caprani, Colin C. / OBrien, Eugene J. / McLachlan, Geoff J. (2008): Characteristic traffic load effects from a mixture of loading events on short to medium span bridges. In: Structural Safety, v. 30, n. 5 (September 2008).
https://doi.org/10.1016/j.strusafe.2006.11.006
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Carey, Colm / Caprani, Colin C. / Enright, Bernard (2018): A pseudo-microsimulation approach for modelling congested traffic loading on long-span bridges. In: Structure and Infrastructure Engineering, v. 14, n. 2 (August 2018).
https://doi.org/10.1080/15732479.2017.1330893
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Treacy, Mark A. / Brühwiler, Eugen / Caprani, Colin C. (2014): Monitoring of traffic action local effects in highway bridge deck slabs and the influence of measurement duration on extreme value estimates. In: Structure and Infrastructure Engineering, v. 10, n. 12 (Oktober 2014).
https://doi.org/10.1080/15732479.2013.835327
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Caprani, Colin C. / González, Arturo / Rattigan, Paraic H. / OBrien, Eugene J. (2012): Assessment dynamic ratio for traffic loading on highway bridges. In: Structure and Infrastructure Engineering, v. 8, n. 3 (März 2012).
https://doi.org/10.1080/15732471003667645
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Caprani, Colin C. / OBrien, Eugene J. / Lipari, Alessandro (2016): Long-span bridge traffic loading based on multi-lane traffic micro-simulation. In: Engineering Structures, v. 115 (Mai 2016).
https://doi.org/10.1016/j.engstruct.2016.01.045
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OBrien, Eugene J. / Lipari, Alessandro / Caprani, Colin C. (2015): Micro-simulation of single-lane traffic to identify critical loading conditions for long-span bridges. In: Engineering Structures, v. 94 (Juli 2015).
https://doi.org/10.1016/j.engstruct.2015.02.019
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Kang, Xin / Jiang, Lizhong / Bai, Yu / Caprani, Colin C. (2017): Seismic damage evaluation of high-speed railway bridge components under different intensities of earthquake excitations. In: Engineering Structures, v. 152 (Dezember 2017).
https://doi.org/10.1016/j.engstruct.2017.08.057
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Ruan, Xin / Zhou, Junyong / Caprani, Colin C. (2016): Safety Assessment of the Antisliding between the Main Cable and Middle Saddle of a Three-Pylon Suspension Bridge Considering Traffic Load Modeling. In: Journal of Bridge Engineering (ASCE), v. 21, n. 10 (Oktober 2016).
https://doi.org/10.1061/(asce)be.1943-5592.0000927
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Ghosh, Jayadipta / Caprani, Colin C. / Padgett, Jamie E. (2014): Influence of Traffic Loading on the Seismic Reliability Assessment of Highway Bridge Structures. In: Journal of Bridge Engineering (ASCE), v. 19, n. 3 (März 2014).
https://doi.org/10.1061/(asce)be.1943-5592.0000535
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Enright, Bernard / Carey, Colm / Caprani, Colin C. (2013): Microsimulation Evaluation of Eurocode Load Model for American Long-Span Bridges. In: Journal of Bridge Engineering (ASCE), v. 18, n. 12 (Dezember 2013).
https://doi.org/10.1061/(asce)be.1943-5592.0000546
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Caprani, Colin C. (2013): Lifetime Highway Bridge Traffic Load Effect from a Combination of Traffic States Allowing for Dynamic Amplification. In: Journal of Bridge Engineering (ASCE), v. 18, n. 9 (September 2013).
https://doi.org/10.1061/(asce)be.1943-5592.0000427
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O'Brien, Eugene J. / Caprani, Colin C. / O'Connell, Gavin J. (2006): Bridge assessment loading: a comparison of West and Central/East Europe. In: Bridge Structures, v. 2, n. 1 (März 2006).
https://doi.org/10.1080/15732480600578451
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Caprani, Colin C. (2012): Calibration of a Congestion Load Model for Highway Bridges Using Traffic Microsimulation. In: Structural Engineering International, v. 22, n. 3 (August 2012).
https://doi.org/10.2749/101686612x13363869853455