RM Bridge inside OpenBridge Designer can calculate or define the Aerodynamic Admittance functions for the fluctuating wind buffeting forces for different mean wind incident angles of attack, as shown in the image below. The frequency-dependent aerodynamic…

The Verification Example 11. Skew Wind on a Rectangular Column has the objective to verify the loading type WIND on a very simple system: a column. The structural model is of only one element with two nodes and one cross-section in a rectangular shape…

Load Definition includes all possible sub functions for defining the different load impacts acting at the bridge structure: Combination Table : The combination table with rules for superimposing load cases and envelopes for the different checks proof…

By default wind load is not added to the Load Combinations, you will have to create and add to the desired load combination to be considered. To create a new Wind load, right clicking on Wind Load Group and selecting Add Wind Load: Then you right…