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New few parameters differential evolution algorithm with application to structural identification
Rita Greco, Ivo Vanzi
2019, 6(1): 1-14. DOI: 10.1016/j.jtte.2018.09.002
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Influence of steel jacket thickness on the RC bridges' seismic vulnerability
Bertha Olmos, José Manuel Jara, Gerardo Gómez, Guillermo Martínez
2019, 6(1): 15-34. DOI: 10.1016/j.jtte.2018.09.004
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Impact of earthquake-induced bridge damage and time evolving traffic demand on the road network resilience
Ioannis Kilanitis, Anastasios Sextos
2019, 6(1): 35-48. DOI: 10.1016/j.jtte.2018.07.002
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Two methodological approaches to assess the seismic vulnerability of masonry bridges
Diego Maria Barbieri
2019, 6(1): 49-64. DOI: 10.1016/j.jtte.2018.09.003
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Curved footbridges supported by a shell obtained through thrust network analysis
Luigi Fenu, Eleonora Congiu, Davide Lavorato, Bruno Briseghella, Giuseppe Carlo Marano
2019, 6(1): 65-75. DOI: 10.1016/j.jtte.2018.10.007
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Estimating the resistance of aging service-proven bridges with a Gamma process-based deterioration model
Cao Wang, Kairui Feng, Long Zhang, Aming Zou
2019, 6(1): 76-84. DOI: 10.1016/j.jtte.2018.11.001
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To compute or not to compute?
Alessandra Fiore, Ivo Vanzi, Camillo Nuti, Cristoforo Demartino, Rita Greco, Bruno Briseghella
2019, 6(1): 85-93. DOI: 10.1016/j.jtte.2018.07.001
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A review on application of composite truss bridges composed of hollow structural section members
Zhijuan Tian, Yongjian Liu, Lei Jiang, Weiqing Zhu, Yinping Ma
2019, 6(1): 94-108. DOI: 10.1016/j.jtte.2018.12.001
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