I´m using sap2000,
let's check the procedure to see if it is ok:
1. Sap2000 finds the lowest frecuency mode
2. I calculate the fundamental frecuency as simply supported beam to check sap2000 results
3. The AASHTO Pedestrian Bridge Guide stablishes that the fundamental frecuency should be...
I´m using sap2000,
let's check the procedure to see if it is ok:
1. Sap2000 finds the lowest frecuency mode
2. I calculate the fundamental frecuency as simply supported beam to check sap2000 results
3. The AASHTO Pedestrian Bridge Guide stablishes that the fundamental frecuency should be...
I´m designing a cable stayed pedestrian bridge in Spain. It´s not specified in Spanish codes the analysis for vibrations due to pedestrian walk through.
Is there an specific European code where this is stablished?
Which is the method used in the US?
