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Hello every one, I am doing analysis of Bridge in which elastomeric bearing is modeled as link element between Deck and pier bent. Pier bent portal consist 2 pier and one cap beam on which...
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I had modelled Bridge in CSI bridge. it is slab beam type bridge having 2 rectangular columns with cap beam. For NLTH analysis Gravity load defined which is static Nonlinear, and it is further...
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