In this study, the structural behavior of the LCF system with convergent bracing under near- and far-fault earthquakes has been investigated. For this purpose, 3-, 6-, and 12-story structures have been designed and modeled. The results showed that in the 3-story structure under near-fault earthquakes, the highest drift percentage is for the Imperial Valley earthquake and the lowest drift percentage is for the Hillers Super Station earthquake. In the case of the 3-story structure under far-fault earthquakes, the highest drift percentage is for the Landers earthquake and the lowest drift percentage is for the Hillers Super Station earthquake. In the case of the 6-story structure under near-fault earthquakes, the highest drift percentage is for the Imperial Valley earthquake and the lowest drift percentage is for the Hillers Super Station earthquake. In the case of the 6-story structure under far-fault earthquakes, the highest drift percentage is for the Landers earthquake and the lowest drift percentage is for the Hillers Super Station earthquake. In the case of a 12-story structure under near-field earthquakes, the highest percent drift is for the Imperial Valley earthquake and the lowest percent drift is for the Loma Prieta earthquake, which is 94.76 percent less than the lowest value. In the case of a 12-story structure under far-field earthquakes, the highest percent drift is for the Landers earthquake and the lowest percent drift is for the Northridge earthquake, which is 83 percent less than the lowest value.