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.　(C)　2017　Elsevier　Ltd.　All　rights　reserved.