Seismic　evaluation　of　fiber-reinforced　high-strength　prestressed　concrete　wide-beam　frame　was　performed　by　pseudo-dynamic　test　using　MTS　systems.　The　specimens　consist　of　two　frames　with　steel　fibers　and　one　with　conventional　concrete　for　comparison.　The　specimen　was　subjected　to　seven　tests　of　increasing　magnitude　based　on　the　El　Centre　ground　motion.　Dynamic　response　including　acceleration,　displacement,　varying　stiffness,　hysteresis　behavior　and　energy　consumption　corresponding　to　input　excitation　and　the　influence　of　steel　fibers　on　dynamic　behavior　of　high-strength　prestressed　concrete　wide-beam　frame　are　discussed.　The　results　showed　that　the　fiber-reinforced　wide-beam　frames　exhibit　larger　response　to　restoring　force,　maximum　displacement　and　maximum　damping　ratio　after　yielding　of　the　structure.　Steel　fibers　can　effectively　improve　the　energy　dissipation　and　cause　less　damage　during　high-level　ground　motion.　Otherwise,　steel　fibers　have　less　effect　on　the　internal　dynamic　response　such　as　stiffness,　natural　frequency　and　dynamic　magnification　factor　of　high-strength　prestressed　concrete　wide-beam　frame.