The　application　of　fiber　reinforced　polymer(FRP)in　seawater　sea-sand　concrete(SSC)can　avoid　the　corrosin　of　steel　bars　induced　by　the　chloride　ion,　but　FRP　reinforced　seawater　sea-sand　concrete(FRP-SSC)structures　still　have　durability　issues　in　harsh　environments,　which　is　one　of　the　hot　and　difficult　issues　of　current　research.　Based　on　the　existing　literature,　the　durability　of　FRP　bars,　SSC　and　FRP-SSC　components　in　marine　environments　was　sorted　out.　The　results　show　that　under　the　combined　effect　of　the　alkaline　environment　of　concrete　and　salt　ions　in　seawater　and　sea-sand,　the　degradation　and　variability　of　mechanical　properties　of　FRP　bars　increase,　and　the　bonding　strength　of　FRP　bars　and　SSC　decreases.　The　addition　of　salt　ions　in　seawater　and　sea-sand　accelerates　the　hydration　reaction,　thus　improving　the　compactness　and　durability　of　SSC.　The　effect　of　marine　environment　leads　to　the　deterioration　of　the　mechanical　properties　of　FRP　and　the　reduction　of　bonding　strength　between　FRP/steel-FRP　composite　bars(SFCB)and　SSC,　which　weakens　the　bearing　capacity　of　SSC　components　and　changes　the　failure　mode　of　SSC　components.　The　bearing　capacity　of　SSC　components　decrease　with　the　increase　of　recycled　coarse　aggregate(RCA)replacement　rate.　It　is　suggested　that　the　quantification　of　variability　of　mechanical　property　of　FRP　bars　and　SSC,　and　the　time-dependent　reliability-based　design　methods　of　components　should　be　taken　as　the　direction　of　further　research　in　the　future.　©　2024,　Editorial　Department　of　Journal　of　Architecture　and　Civil　Engineering.　All　rights　reserved.