The　Textile　Reinforced　Engineering　Cementitious　Composite　(TRECC)　is　a　cementitious　composite　material　reinforced　with　short　polyvinyl　alcohol　(PVA)　or　polyethylene　(PE)　fibers,　possessing　exceptional　ductility.　This　unique　attribute　enhances　the　utilization　of　the　textile　grid＇s　strength　and　significantly　improves　the　load-bearing　and　deformation　capabilities　of　ECC　members　reinforced　with　textile　grids.　In　this　study,　the　effects　of　fiber　textile　grids　and　steel　wire　mesh　on　the　tensile　properties　of　ECC　were　investigated.　The　test　results　showed　that　the　carbon　textile　grid　significantly　improved　the　peak　strength　of　specimens.　On　the　other　hand,　the　glass　textile　grid　significantly　improved　the　ultimate　strain　of　specimens.　The　carbon　combined　with　glass　textile　grids　can　integrate　effectively　the　advantages　of　both　carbon　and　glass　textile　grids.　When　compared　with　single　textile　grids,　the　combination　uses　of　steel　wire　mesh　and　fiber　textile　grids　resulted　in　a　significant　improvement　in　ultimate　strain　and　post-peak　energy　absorption　values.　Finally,　based　on　the　test　data,　this　study　proposed　the　peak　strength　calculation　of　TRECC　and　provided　the　stress-strain　expressions　of　the　initial　non-linear　strain　hardening　phase　and　the　tensile　softening　phase　and　a　related　analytical　model　to　describe　the　stress-strain　behavior　of　TRECC.