Dyna 5 software manual

The response to harmonic loading for a flexible, rectangular mat on elastic half-space or on a group of piles can also be calculated. The stiffness and damping constants of the foundation needed for the analysis are evaluated within the program for surface foundations, embedded foundations and piles, pile interaction in a group and other features.

For rigid footings, all six degrees of freedom are considered as coupled. The foundation stiffness and damping constants matrices are also returned for possible use in soil-structure interaction analysis. These constants are available for rigid footings, flexible mats caps on piles, or piles without any connecting cap, and also for flexible mats on elastic half-space.

Frequently asked questions for DYNA6. DYNA 6. As soon as we receive a purchase order, we will send you a license agreement and invoice. In addition, the program now allows for automatic storage of files in subdirectories according to the name of the file run and different cases.

As soon as we receive your order, we will provide you with a site to download the software. Upon installing the software on your computer, the program will prompt you for an activation code. We issue the activation code based on the computer code generated by the program DYNA6.

You send this code to us, we e-mail you back the activation code. This whole process can take only a few minutes. There is no maintenance fee.

In order to process the order we require a purchase order and the name of the person who will sign the license agreement. The program yields the dynamic response of both shallow and deep foundations under harmonic, transient, and random loadings.

Such loadings can be produced by rotating or reciprocating machines, earthquake, wind, blast, sea waves, and other sources. The foundations or caps on piles are assumed to be rigid, and all six degrees of freedom are considered as coupled.

The foundation stiffness and damping constants are also returned for possible use in soil-structure interaction analysis. The stiffness of the supporting soil along with damping constants needed for the analysis and evaluated in the program for surface foundations, embedded foundations, and pile foundations. Soil layering, a possible weakened zone see sketch around a foundation, and pile-soil-pile interaction are all taken into account.