The　effectiveness　of　the　use　of　fibers　in　Ultra-High　Performance　Fiber　Reinforced　Concrete　(UHPFRC)　can　be　limited　by　their　random　orientation　in　the　cementitious　matrix.　Oriented　steel　fibers,　on　the　other　hand,　show　significant　promise　in　enhancing　the　tensile　and　flexural　properties　of　UHPFRC　specimens　when　the　principal　tensile　stresses　predominantly　align　in　a　single　direction.　Despite　various　proposed　methods　for　orienting　steel　fibers　in　UHPFRC,　their　comparative　impact　on　mechanical　properties　remained　unclear.　To　bridge　this　gap,　three　different　strategies　were　examined　in　this　study,　namely:　i)　chute　with　vibration　table,　ii)　L-shaped　device,　and　iii)　electromagnetic　field　with　vibration　table,　aiming　at　controlling　the　steel　fibers　orientation　in　UHPFRC　specimens.　Uniaxial　tensile,　four-point　flexural,　and　compressive　tests　were　conducted　to　examine　the　influence　of　different　orientation　methods　on　mechanical　properties.　The　experimental　findings　revealed　that　compared　to　randomly　oriented　fibers,　oriented　steel　fiber　UHPFRC　had　superior　tensile,　flexural,　and　compressive　strength.　Additionally,　fiber　orientation　led　to　improved　consistency　of　the　UHPFRC　properties　as　well　as　thinner,　more　densely　distributed　cracks,　regular　fracture　surfaces,　and　lower　elastic　modulus　and　Poisson＇s　ratio.　Electromagnetic　field　orientation　proved　to　be　the　most　effective　orientation　method,　L-shaped　device　method　the　least　effective　due　to　heightened　fluidity　demands　in　the　mixture,　and　the　chute　with　vibration　method　ranked　in　between.　This　research　represents　a　thorough　investigation　into　the　comparative　efficacy　of　different　methods　for　orienting　steel　fibers　in　UHPFRC,　shedding　new　light　on　the　optimal　approach　to　enhance　mechanical　properties.