CSM Force Optimization скачать в хорошем качестве

CSM Force Optimization

Jürgen Bellman explains the complex topic of optimizing cable forces for a cable stayed bridge to achieve a well-balanced bending moment. This is achieved when a deformation of 0 occurs in the intersection points of the cables with the bridge deck. The necessary SOFiSTiK TEDDY code is explained in detail, including the theoretical background. SOFiSTiK´s Construction stages allow for an exact representation of the construction process. Jürgen Bellmann explains why it is now necessary to set the optimization targets to the bending moment. Considering nonlinear construction stages is required for a proper cable stayed bridge analysis. Cable sagging, stressing, shortening multiple cables gives us a proper construction representation. We also want to consider the situation of the elements having no dead load (the crane is carrying the load) to see their proper precamber. 00:00 General Explaination 02:22 TEDDY Code Explanation 03:53 Construction Stages 08:34 Overview of the Step 09:57 Nonlinear Construction Stages 11:40 Nonlinear TEDDY Code Explanation Do you have questions? Contact us via email or browse through our infocenter ♦ Email: [email protected] ♦ Infocenter: https://www.sofistik.com/infocenter Eager to get started with your own SOFiSTiK project? ♦ Get free trial versions: https://www.sofistik.com/trial For more information on SOFiSTiK products and services visit: ♦ SOFiSTiK Website: https://www.sofistik.com/ Follow us for the latest SOFiSTiK news: ♦ LinkedIn:   / sofistik-ag   ♦ Facebook:   / sofistikag   Subscribe to our channel and never miss our most recent videos: ♦ YouTube: https://www.youtube.com/SOFiSTiKAG?su... --------------------------------------------------- #SOFiSTiK #Cable #ForceTarget #Optimization #ConstructionStages #TimeStep #TEXTINPUT #SSD #PROGRAMMING #finiteelement #structural