Dynamical behaviour assessment of bridges subjected to wind actions using fractional derivatives
eNrFWE1z2jAQvfMrGB96wzJxCKQ1ZBpKWmaSKU3CtNNLR9gLiAjJ0Qcf/fWVMU1Ixx4agSZHe+Xd9e7T2ydFF6s5rS5ASMJZ26v7gVcFFvOEsEnbG95f1VreRacSzfAC7ywz6/yT0KvGFEvZ9jKrPwLMpP/j5voTmO9BeJ1KNeKjGcTqxTqtCPW/YDm9wWm2photOEmqc1BTnrS9VKvN22oklTBZdJZcPMgUxxCh7Ztda/wrPG2dnJ8Fu9YIZS7/w7eWIK4xmxS6Hgsrn7EWApjqYgUTLtYlWTea9cZpeGYVgchbkFyLGAZYTQeCL0gCSfE/YCrBKsh4mdyBWFBQWZBC5yieSyvfeIZXt/DYL875o7F21UrVglrdVKnZbNabrdPWuVUosVOp4lbMJTLtaDWC5nkTjQWKtVR8jmIpUUr1hDCJhtcEJjDYPKGZRDmqr4gacLoeE0r9OWH+TFp2c8CFwtRRH4nsvgSkozgCHvfiJSEypXhtKpXalgoLbMwgDHm4+5HsD+6FoTNqavaPf6YpRa/MerilGUcZZyzW5ZqpEra57NkWosuZglV5R+0IUq22WCQgj+f2N2fFI2KgR5TEtiRoeEqDVMPbfikHvjV/XGIJQ+GOQL4TlvClPD4x7QLBUfbphlvLpUMY1EPrTffTQK5kiPW04CmgS6GlBCoPYaI+G/NDOcgAudjVE4zfEsIbGcZjTKFEiNUsKcxg9696dLY73O283FDo9HPv3hZS3zSI9d3msdA1SdpPYLDjdxdDwwB4X+KMmz4/vMPz9MOivQj9MAiC1gGksUfB5+eOhh3gRTElTZVK5XuElsulrwF8TbNdZ45WRx0zF3ml2ptSHaFchsmfW+7uOOJEjOTiLCdyR6mP8vH8yobbbu99euVQDb79fqv1C2MooeGAZuSTwBlf93vHHwHPAtxZ2oMXnOQuzEYsY0U4c6XI9KjsTuSAoWP6yq6EYYiv4zEpuSsqxWW0pcpOJULZHVWn8gfM/ko6
p4NH6jrnZjWuEQVp