In　response　to　the　need　for　a　single-layer　hyperbolic　cable　net　structure　for　a　stadium,　the　wheel-spoke　scheme　and　the　loop-free　scheme　were　proposed.　Based　on　the　shape,　design　of　components　and　connections,　economic　indicators　including　the　consumption　amounts　of　cables,　cable　end　anchors,　and　large-scale　cable　clamps　were　compared.　Based　on　FEA　software　Midas　/　Gen,　the　displacement　and　cable　force　under　static　load　were　analyzed,　and　the　structural　stiffness,　cable　force　and　cable　force　distribution　uniformity　of　both　schemes　were　discussed.　Using　FEA　software　Ansys　/　Ls-dyna,　the　component　removal　method　was　adopt　to　analyze　the　dynamic　response　after　the　cable　rupture,　and　progressive　collapse　resistance　of　both　schemes　were　discussed.　The　results　show　that　the　loop-free　scheme　has　advantages　in　economy,　with　the　consumption　amounts　of　cables,　cable　end　anchors　and　large-scale　cable　clamps　significantly　less　than　those　of　the　wheel-spoke　scheme.　The　loop-free　scheme　has　better　rigidity,　good　integrity,　smaller　cable　force　and　more　uniform　cable　force　distribution.　The　loop-free　scheme　still　maintains　the　stable　shape　after　the　cable　rupture,　with　insignificant　cable　tension　loss　and　better　progressive　collapse　resistance.　©　2022　Science　Press.　All　rights　reserved.