Wind　loads　and　the　associated　load　effects　on　supertall　structures　are　key　factors　in　structural　design.　In　practice,　typhoon-induced　quasi-static　responses　measured　from　the　field　mix　with　temperature-induced　responses　because　temperature　varies　significantly　during　a　typhoon　event.　The　mixed　responses　complicate　the　assessment　of　the　wind　loading　effects　and　the　separation　of　the　two　load　effects　is　difficult　in　practice.　In　this　study,　the　wind-　and　temperature-induced　quasi-static　responses　of　the　600 m-tall　Canton　Tower　are　investigated　using　a　comprehensive　long-term　structural　monitoring　system　installed　on　the　structure.　The　structural　responses　(stresses　and　displacement)　obtained　from　the　field　monitoring　system　during　a　strong　typhoon　are　presented.　The　temperature-induced　responses　are　calculated　by　applying　a　temperature　loading　model　to　the　finite　element　model　of　the　structure.　The　purely　typhoon-induced　quasi-static　responses　are　then　separated　from　the　total　measured　responses　by　subtracting　the　temperature-induced　ones.　It　shows　that　the　typhoon-induced　quasi-static　responses　of　the　supertall　structure　are　slightly　smaller　than　the　temperature-induced　responses　in　a　typical　sunny　day.　The　typhoon-induced　quasi-static　displacement　obtained　from　the　field　is　also　compared　with　the　counterpart　from　the　wind　tunnel　test　on　an　aeroelastic　model　of　the　full　tower.　©　2017　Elsevier　Ltd