In eigenvalue analysis of repetitive structures—where identical sub-systems exist independently within a single model—the same frequencies and eigenmodes are often assigned repeatedly to each sub-system. This leads to an issue with the CQC (Comple...

The world famious bridge softwares such as Lusas, Midas Civil, Sofistik, Larsa 4D. All of them have been developed Grasshopper Plugin to increase the bridge modeling capacity. Lusas Grasshopper plugin: https://www.lusas.com/products/external_plugi...

Differential support settlement can create additional internal forces in beams. Right now there is no option to account for those forces.

RM BRIDGE, increase the naming character limits for load cases and load sets to more than 16 characters.

We would like to ask a PMM non-linear spring for modeling Plastic Hinges for reinforced-concrete Columns. This PMM springs are used for modeling the Moment-Rotation (M-R) behavior for different axial loads (P). The PMM spring should be able to cap...

Enhancement Request to provide highlighting or red text for the following note to better stand out when value is non-zero.

Con sider adding fiber-mesh tools for cross section analysis to RMBRIDGE. This allow the use of different materials in the cross section. This is important in seismic analysis for the definition of the Moment-Curvature properties. This feature is ...

The current RM bridge ultimate capacity calculations allow for material reduction factors only, which are not used by AASHTO for reinforced and prestressed concrete. AASHTO concrete reduction factors for flexure and P-M capacities are based on the...

The implementation of FEM shell elements as a supplement to the beams in RM Bridge Enterprise, is a useful tool. Sometimes it will be useful to model the shell elements with different properties in the longitudinal direction compared to the transv...

Introduction of Transverse PT for shell element segmental box girder.