![]() (7) Pushover & time history analysis considering geometric nonlinearity (6) Improvement in load sequence for nonlinear analysis function (5) Cable force optimization for a cable-stayed bridge considering both large displacement and creep/shrinkage (4) Self-restraint stresses of steel-concrete composite section (3) Effective section properties due to plate buckling to EN for composite plate girder and box girder ![]() (2) Improvement of steel composite design to AASHTO LRFD 2012 (1) UK special vehicles to BD 86/11 for the assessment of highway bridges and structures I n t e g r a t e d S o l u t i o n S y s t e m f o r B r i d g e a n d C i v i l E n g i n e e r i n g
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