PSI - Issue 25

Domenico Ammendolea et al. / Procedia Structural Integrity 25 (2020) 454–464 Domenico Ammendolea / Structural Integrity Procedia 00 (2019) 000–000

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Lonetti, P., Maletta, R., 2018. Dynamic impact analysis of masonry buildings subjected to flood actions. Engineering Structures 167, 445 – 458. doi: https://doi.org/10.1016/j.engstruct.2018.03.076 . Lonetti, P., Pascuzzo, A., 2014a. Design analysis of the optimum configuration of self-anchored cable-stayed suspension bridges. Structural Engineering and Mechanics 51, 847–866. doi: 10.12989/sem.2014.51.5.847 . Lonetti, P., Pascuzzo, A., 2014b. Optimum design analysis of hybrid cable-stayed suspension bridges. Advances in Engineering Software 73, 53 – 66. doi: https://doi.org/10.1016/j.advengsoft.2014.03.004 . Lonetti, P., Pascuzzo, A., 2014c. Vulnerability and failure analysis of hybrid cable-stayed suspension bridges subjected to damage mechanisms. Engineering Failure Analysis 45, 470 – 495. doi: https://doi.org/10.1016/j.engfailanal.2014.07.002 . Lonetti, P., Pascuzzo, A., 2016. A numerical study on the structural integrity of self-anchored cable-stayed suspension bridges. Frattura ed Integrita Strutturale 10, 359–376. doi: 10.3221/IGF-ESIS.38.46 . Lonetti, P., Pascuzzo, A., 2019. A practical method for the elastic buckling design of network arch bridges. International Journal of Steel Structures doi: 10.1007/s13296-019-00282-8 . Lonetti, P., Pascuzzo, A., Aiello, S., 2019. Instability design analysis in tied-arch bridges. Mechanics of Advanced Materials and Structures 26, 716–726. doi: 10.1080/15376494.2017.1410911 . Lonetti, P., Pascuzzo, A., Davanzo, A., 2016. Dynamic behavior of tied-arch bridges under the action of moving loads. Mathematical Problems in Engineering 2016. doi: 10.1155/2016/2749720 . Pellegrino, C., Cupani, G., Modena, C., 2010. The e ff ect of fatigue on the arrangement of hangers in tied arch bridges. Engineering Structures 32, 1140 – 1147. doi: https://doi.org/10.1016/j.engstruct.2009.12.040 . Tan, Y., Yao, Y., 2019. Optimization of hanger arrangement in pedestrian tied arch bridge with sparse hanger system. Advances in Structural Engineering 22, 2594–2604. doi: 10.1177/1369433219849842 . Tetougueni, C., Zampieri, P., Pellegrino, C., 2019. Lateral structural behavior of steel network arch bridges, pp. 5834–5841. doi: 10.7712/ 120119.7349.20843 . 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Tetougueni, C., Zampieri, P., Pellegrino, C., 2020. Lateral Stability of Network Arch Bridges. pp. 358–365. doi: 10.1007/978-3-030-29227-0_ 37 . proceedings of ARCH 2019. Tetougueni, C.D., Zampieri, P., 2019. Structural response of cable-stayed bridge subjected to blast load. Procedia Structural Integrity 18, 765 – 774. doi: https://doi.org/10.1016/j.prostr.2019.08.225 . 25th International Conference on Fracture and Structural Integrity.