Rigid　bracing　dome　is　a　new　type　of　pre-stressed　space　structure,　which　of　upper　part　is　a　cable　net　system,　and　the　lower　part　is　a　rigid　rod　supporting　system.　The　rigid　rods　of　lower　part　are　high-strength　steel　tie　rods　except　the　brace　rods.　From　the　perspective　of　engineering　application,　the　analysis　method　and　steps　of　design　and　construction　integration　are　given,　which　of　key　problems　are　pointed　out.　The　key　parameters　for　determining　the　geometric　shape　are　span,　rise,　the　sublevel　number　of　radial　direction,　the　subsection　number　of　circumferential　direction　and　nodes　coordinates.　The　parameters　shall　be　determined　by　the　concrete　requirements　of　engineering　practice,　relevant　specifications　and　high-strength　steel　tie　rod　materials.　The　formula　of　original　cable　length　is　deduced,　which　of　correctness　and　feasibility　is　validated　by　numerical　example.　A　new　node　of　brace　rod　and　method　for　determining　its　key　parameters　are　given.　The　construction　method,　that　is　node-by-node　assembling　and　then　integral　tensioning　and　lifting,　and　its　concrete　installation　steps　are　provided.　Simulation　analysis　is　conducted　on　the　construction　process　with　finite　element　dynamic　relaxation　(FEDR)　method.　The　research　results　provide　necessary　theoretical　reference　for　design　and　construction　of　rigid　bracing　dome.