To　assess　the　seismic　risk　probability　of　frameworks　in　different　seismic　fortification　intensity　zones　in　China,　three　fortification　intensity　framework　models-specifically,　6　(0.05　g),　7　(0.1　g),　and　8　(0.2　g)-　were　established　as　the　research　objects.　The　incremental　dynamic　analysis　method　was　used　to　conduct　a　structure　seismic　fragility　assessment,　in　which　the　fragility　curves　as　well　as　the　damage　probabilities　under　certain　peak　ground　accelerations　were　obtained.　The　risk　probabilities　of　all　the　seismic　damage　levels　of　the　frameworks　in　the　next　50　years　were　calculated　using　the　Monte　Carlo　method　based　on　a　study　of　the　seismic　hazard　of　different　fortification　intensity　zones.　The　results　indicate　that,　in　the　next　50　years,　the　risk　probabilities　of　fortification　intensity　framework　models　6,　7,　and　8　exceeding　＂serious　damage＂　were　1.92,　4.25,　and　8.28%,　respectively.　Additionally,　the　risk　probabilities　of　the　models　having　a　damage　degree　of　＂collapse＂　were　0.14,　0.43,　and　1.07%,　respectively.　Based　on　the　risk　probability　of　the　structure,　the　risk　level　is　classified.　This　study　forms　the　basis　for　the　comprehensive　evaluation　of　building　seismic　damage　risk　and　can　be　used　as　a　reference　for　the　development　of　building　seismic　disaster　prevention　countermeasures.