Dynamical behaviour assessment of bridges subjected to wind actions using fractional derivatives
eNrNWF1v2jAUfedXoLwTEwKFToFqZXRDWjXWFm3aCzLJBcyMnfqDj/36GcJaOiViNXjqW5Lr3Hvte3zusaOr9YKWlyAk4aztBX7VKwOLeULYtO0NH24qLe+qU4rmeIkPhplxfq3mlWOKpWx7W6s/Bsyk//328wcw/4PwOqVyxMdziNWLcVoR6n/CcnaL0+2YcrTkJCkvQM140vZSrXZfy5FUwmTRWXHxU6Y4hgjtvxxa41FYb9UuL6qH1ghtXf6Dby1BfMZsmut6Iqx8xloIYKqLFUy52BRk3WgGjXp4YRWByDuQXIsYBljNBoIvSQJJ/hwwlWAVZLJK7kEsKahtkFznKF5IK994jtd38NjPz/m9sXbVWlWqlaAZ1MNW0Gw261W7CouDlcovxUIiU45Wo9q8bKKJQDqlHCco4bFEZIGngOYpTFGtWjP51BBmBsqjZMPwgsSYjsYww0tiYoz2IypBMArCSt08h6PLWsOfp1PLMg+4UJg6KjCR3ZdIdRRHwONRICVEphRv/LlMbZcKC2zMIAyruJvIdgYPwvAcNWv2l3+mKUWvzHq45x9HGW/prcs1UwU0dN2zXYguZwrWxRW1Y0613mORgDyf21+c5feOgR5TEtuyoyEwDVIN7/qF5PhmieUaSxgKd8zyjbCEr+T5GesQIY6yT3ekWyw2wmoQWu/GHwaLBW2vpwVPAV0LLSVQeQpF9dmEn0pOBuH5rp7w/SaxvVN03MSAAk1XsSQ9A+o/QtTZtnG3JTNDrtOPvQdbrH3VIDb3u9dc1yRpP6HEriO4aDMG2ccSzzRjlny9HgYnEMmRc0B2emnYYV3k09RMqVS+Q2i1WvkawNeUwBTMAe3/9KSrs6yeIfvn4rs74zgRMpmwy7jeUerjrIO/sv62G/2Y1jlVv+//358TcmMooeGEYmQ9wRlz93vnbwbP4t1Z2oMXFOUuzE5oY0U4cyXa9LjoouWE9mPqym6EYYgvkwkpuIAqxGWEssuvTilC24uvTuk3sCtWGQ==
kT1qWgcENUxFX55x