Dynamical behaviour assessment of bridges subjected to wind actions using fractional derivatives
eNrNWG1v2jAQ/s6viPKdOJTS0ilQrYxuSEVjbdGmfZlMcoCZsVO/8LJfP4ewlk6JWJ166pdI8dnPne/Oz50dXW6W1FuBkISzjt8IQt8DFvOEsFnHH99f19v+ZbcWLfAKH0wz84KTpu/FFEvZ8TNpMAHMZPBtePMBzHoQfrfmRXyygFg9m6cVocEnLOdDnGZzvGjFSeItQc150vFTrXajXiSVMFZ011z8lCmOIUL7kUNp/KN52j65OAsPpRHKIP8BW0sQN5jNCqGnwgoz1kIAUz2sYMbFtsTq1nmjddo8s9JA5C1IrkUMI6zmI8FXJIGkeA+YSrBSMl0ndyBWFFSmpBAcxUtphY0XeHMLD4Nim98baU9tVD2sN4yX2qfhSSs8b9n5Shx4qjgUS4lMONpGxcU5mgoUS4kWmBJuxrkA81mmnJmISqQ4NqtQSvWMMInGNwRmMNr97ZalXChMkd6ND7d3aktBBkZiGebRDs9RgInsPc9UR3oEPBxNpITIlOJtsJCprauwwEYMwrCKu41kO7gXhueo8dlf+ExTil5o9XjPP44szuitxzVTJTR01bd1RI8zBZvyiNoxp9rsc5GAfD3YX+b0FqKN9ISS2JYdDYFpkGp8OyglxzdLLFdYwli4Y5avhCV8LV+fsQ4zxJH1ua/Lm41m2Ghan8bvJuAlZa+vBU8BXQktJVBZhaIGbMqrkpPJ8GKox/x+k7m96+h4jCmU9HR1S9IzSf2nEXV2bNwdyVxQCPqxf2+ba180CBOw7LcQmiSdxyyxqwguyozJ7GOGrzqrZtAMw7BdgUKO3ADye0vLLstFMUHNlUrlO4TW63WgAQJNs0Nlrmb/pxpdVvSbIfingLu71zhpXvJmLud3R6ZP8qr9wsjbHu5j/U3Vnn2/fn83KNShhIYKwcjrgDO2HvRfvwA8NezOzB49Iyd3anbNNVaEM1eNmp6UPa5UKDkmruxaGIb4PJ2Skken0ryMUP7g1a1FKHvs6tZ+A68lZ9U=
k95GKG24nPPfyAjD