Case Study
Seismic Resistant Viaduct Design for the Taiwan High Speed Rail Project
Seismic Resistant Viaduct Design for the Taiwan High Speed Rail Project Pile-soil interaction modelling for High Speed Rail viaduct structures Automated viaduct model building Multi-modal spectral response analysis FaberMaunsell, a leading consulting ?rm for seismic design work, used LUSAS Bridge to assist in the design of seismic resistant viaduct structures and station guideways for Contract C270 on the Taiwan High Speed Rail Project. Response spectrum analysis with LUSAS determined forces in columns. Track-structure interaction analysis derived relative movements and stresses within the rails under earthquake loading. Nonlinear soil- structure analysis determined stresses in piles and pilecaps. Solid elementmodelling of the end-blocks for the proposed post-tensioning system and shell el