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Recent content by structuralbug
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convert combs to nonlinear cases or use combs of individual nonlinear cases?
Dear all, I'm looking at modelling a cable stayed bridge in SAP2000, one of the issues seems unclear to me is about creating the nonlinear loadcases. I'm thinking to make individual nonlinear cases first (i.e. dead&prestress, wind, thermal, traffic etc.), then to make combinations of them...- structuralbug
- Thread
- Replies: 1
- Forum: Computers and Structures: SAP2000
