Dynamical behaviour assessment of bridges subjected to wind actions using fractional derivatives
eNq9WG1v2jAQ/t5fgZC2byS8jnYLVCujW6dOY12rTfsymeQIZo6d+gVof/2cBApFiVideBISfn3u4rt7fGfvfB2R2hK4wIwO6i2nWa8B9VmAaTio391eNk7r58MTb4GWaG+ZXue02/WaT5AQg3oy60wBUeH8/HL9AfR+4PXhSc1j0wX48tk6JTFxPiEx/4LiZE3NWzIc1CKQcxYM6rGS6WjNE5JrLYYrxv+IGPnguZuR/Vn/d6d72j5709yf9dwE8h+wlQB+jWiYCz3jRpi+4hyoHCEJIeMPBVr3+q1et/PGSAIWNyCY4j5MkJxPOFviAIL8b0BEgJGQ2Sr4DnxJQCZCcsFdPxJG2GiB1jdwf5Wv83s9O5Jr2Wg2Wv1Wt3PW7/Xap92ekSi+d1L5poiEq81x2mv2z/rujLsLoX/a3/4Ad3TD0EITxiUilmyDxei5k1mSw+H+qA8EWMQEPZQ5KsSRngauCcHehyRfcMs1RRF9Zgf4VBHivlDruw11WNI4YaYRU1QWMMjF2PQgRoxKWBdb1Iz05HrjixhEdbCPjObT/kRNCfZNiU1zjwIh726uCnnNBidcIAF33B4p/MA0YCtRPdnsG9eS9nHKl8VXfKfZ6hgH0i/tRgWXzVhxFoN7wZUQQEQZdrmiM1aWV7Rz5kM9uWbVbpmmQMxHBAqSoIYh1Wh/3GZu1jzeXjRlE7mgH8e3pm7yTQF/+J52c6FxMHgysBkP2yB37ZTHFF8Olh2n02w2u69RFL9biMGMa1UInr5qXxIczmWICNEYuhsTFWIqdAspyZLkIVkTNrY9J8JUu/NLgBIPYBlK2jSAmOlYFT4HoBnOrm8AJucqmlKESYb11D2AWiRrF4hgljR8xiH9i2LNV1SKrYQpW2c4j4xFJbYj3wch9NVZAgNHKIRxgCXjx1CyfmO7/0VC98TskNLBBhwK3x3756cEb5KOJVtTUXI7rs+A6K0lrqgjdV1WjZrVKornX4BzKWPx1nVXq5WjABxFMISgC+6jicr5QVxWGpsVxWflMVpxnFYQq1XFa3UxaxC31cfuf45fncjubkd7ryZW6qus3szyWEuqT7Pq5IUMZJoJHSvByj4rbPZvni9yZUiuoIQxsqTZWmp7Na4+W969KVhTe/LskrQnJq3/kcSM2ipI1bTo6bZEfq7tSi+Ti+nrbIYLnrQL/dJzs+f04YnnJk/pw5O/ovn09w==
YrwrskwekSmLdWjt