Static and Dynamic Analysis of the Construction Phases of Storebaelt East Suspension Bridge Case Study 2.7km long suspension bridge static and dynamically nonlinear analysis modelling of bridge construction process The 6.8km long Storebaelt East Bridge spans between the Sprogo and Zealand islands in Denmark and includes a 2.7km long major suspension bridge with a 1624m main span and 2 side spans of 550m. DE MIRANDA Associati (DMA) , based in Milan, Italy, used LUSAS Bridge analysis software to provide advice and structural analysis on the construction of the bridge totheir client Gec-Alsthom Sdem, who were the erectors. Many static and dynamic geometrically nonlinear LUSAS analyses were undertaken by DMA during the engineering construction process. Nonlinear static analysis Static step-by-

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