In　order　to　guarantee　the　safety　of　self-compacting　high-strength　concrete　frames　in　earthquake,　experiments　on　two　single-story　and　single-span　frames　were　carried　out　to　study　their　earthquake　resistance　behavior.　The　MTS　loading　system　was　used　to　put　the　two　frames　under　quasi-static　loads.　And　the　concrete　strength,　reinforcement　and　size　of　the　frames　are　the　same.　One　of　the　frames　is　made　of　self-compacting　high-strength　concrete,　and　the　other　is　made　of　normal　high-strength　concrete.　Crack　developing,　failure　process,　loading-displacement　hysteretic　curve　of　the　structure　and　strains　of　steel　bars　and　concrete　are　investigated　for　both　frames.　Suggestions　on　engineering　application　of　self-compacting　concrete　frames　are　made　following　the　analysis　of　the　earthquake　resistance　behavior　of　self-compacting　concrete　frames.