The　idea　of　manipulating　transverse　waves　by　longitudinal　vibrations　has　been　proposed　in　this　article.　The　band　structures　of　distributed　resonators　on　an　Euler　beam　undergoing　high　frequency　longitudinal　vibrations　have　been　investigated.　The　supplement　of　longitudinal　vibration　alters　the　transverse　wave　band　structures　by　providing　pseudo-stiffness.　The　varying　band　gaps　of　both　Bragg　scattering　and　local　resonance　have　been　studied　focusing　on　the　contribution　of　the　longitudinal　vibration.　The　analytical　results　are　validated　by　the　finite　element　numerical　method.