PROJEKAT PRETHODNO NAPREGNUTOG ARMIRANOBETONSKOG MOSTA

Abstract

In this paper a design of post-tensioned reinforced concrete bridge is presented. Bridge is constructed using incremental launching method. Launching and exploitation phase are observed separately. The bridge is continuous beam static system, with deck supported on elastomeric bearings, which are resting on pier heads. Static analysis, design and adopting reinforcement are provided. Since the bridge location site has very high seismic activity, use of seismic isolators is necessary.