This study aims to develop the fragility curve of reinforced concrete buildings with different height based on dynamic analysis. There are 4 models of the moment-resisting concrete frame (MRCF) were used, which are 10, 15, 20, and 25-storey. Each of these frames was designed based on Eurocode 2. The SAP2000 program was used as the main analysis tool to obtain the limit state of MRCF. Then, an incremental dynamic analysis (IDA) was carried out with 7 ground motion records obtained from the Pacific Earthquake Engineering Research Center (PEER). The IDA curves were compared with the limit state of the MRCF, which is maximum allowable drift. The calculation of maximum allowable drift is based on the formula from the International Building Code (IBC, 2003). From the IDA results, 10-storey MRCF has better structural performance under the same ground motion as compared to other MRCF (10, 15, 20, and 25-storey). Fragility curves were developed by considering the results of IDA as parameters. Based on the results of the fragility curve, the MRCF that has the highest probability of exceeding the limit state is 25-storey MRCF. This is because 25-storey MRCF has the lowest PGA at 100% probability.
