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In this paper, the performance of a super-tall tower is evaluated through Milad Tower in Tehran, Iran, as a case study. The structure is a 435 meters tall telecommunication tower and is structurally studied in this paper. For this purpose, linear endurance time (ET) method and time history (TH) analysis are used to compare the results and focus on the structure's dynamic properties and behavior. The analyses are performed on a finite element model with SAP2000 and Abaqus software. Assumptionsdoi:10.52547/nmce.5.2.53 fatcat:f7egvbd4enbx5odhp6jsxslgkq