Dynamical behaviour assessment of bridges subjected to wind actions using fractional derivatives
eNrFWN9v2jAQfueviPJOzI+m0ClQrYxuSK3G2qJNe5lMcoCZiVOfDXR//RzCOjol6mpq9QWJnH139n3+7rOj8+2Ke2uQyETa85tBw/cgjUXC0nnPn9xd1rv+eb8WLemaHgwz44JW2/diThF7fm4NpkBTDL5dX30AMx+k3695kZguIVZPxmnFePCJ4uKaZvkYL1oLlngrUAuR9PxMq91XL0IlTRb9jZA/MaMxRGT/5dAa/2ifdFtnp41Da0Ryl//hWyPIK5rOS13PpJXPWEsJqRpQBXMhHyqyDjvN8KR9ahWB4Q2g0DKGMVWLsRRrlkBSvgbKEayCzDbJLcg1B5UHKXVO4hVa+aZLur2B+1F5zu+NdaC2qt6oN80udU7CdjcMw6ZVKHmwU+WlWCEx5eiGjc5Zh8wk0RkXNCGJiJGwFZ0DWWYwJ61Gy+TTIjEiWVLOhJkmJOx+AvPRspJjIRXljmrIcPAUjI7iSLh/FisJw4zTh2CJme1WUUmNGaQhDncLyVdwJw2VcbNn//hPNefkhVlP9hTjKOOcwQZCp6qCaS6GthsxEKmCbXVF7chRbfdYZICv5/aXSMvbw1hPOYttCdBwlAZUk5tRJf+9JXdcUISJdEceX1maiA2+PikdgsBR9tmOV6slQ7vRbFsfuO8GbhXNa6ilyIBcSI0IHI9hoVE6E8fyjwFxuatHCL8VfHfSS8SUQ4X4qltSl8HtH8Xo7GS4O3WFodTpx+GdLZy+aJAPt7u/pa5Z0nsEgh2vu2gWBryVib/8KBSM8IwsLy4ToR2iZTnfLJTK8B0hm80m0ACB5gzmYO5Lb90/Djq8u0uEExlRyKqChh2lPi2a6wsrantAn1Max6rn/fy9Si+NoaSGI4pRcLkzxh0NX5/E/0pnZ2mPn5COuzA7mUsVE6krPaWnVS8ZR7QNU9f0UhqG+DybsYoXnkpcRqR4XerXIpK/LPVrvwEZsij9
8sPEqDvSmM6BKHrY