In　order　to　guarantee　the　safety　of　self-compacting　concrete(denoted　as　SCC)　frames　in　earthquake　zone,　experiments　on　four　single-story　and　single-span　frames　with　the　same　size　were　carried　out　regarding　their　earthquake　resistance　behaviors.　The　MTS　loading　system　was　used　to　put　the　frames　under　quasi-static　loads.　Failure　processes,　load-displacement　hysteretic　curves　of　the　specimens,　work　index　and　coefficient　of　ductility　of　the　specimens　were　also　studied.　Moreover,　the　studies　on　the　influence　of　the　mixture　of　SCC　and　the　standards　of　stirrup　required　by　different　criterion　on　earthquake　resistance　behavior　of　frames　were　also　conducted　by　comparing　and　analyzing　the　test　results.　The　results　provide　useful　design　information　for　the　engineering　application　of　self-compacting　concrete　frames.