Indonesia berada di wilayah ring of fire dan berada di antara lempeng tektonik aktif sehingga Indonesia termasuk negara yang rawan terjadi gempa. Salah satu provinsi di Indonesia yaitu Yogyakarta mengalami gempa sebesar 7,3 SR pada tahun 2017. Gempa ini menyebabkan banyak infrastruktur yang rusak. Sehingga harus dipertimbangkan perencanaan infrastruktur yang tahan terhadap beban gempa. Pada Penelitian ini membahas analisis struktur bangunan gedung rumah sakit 7 lantai dengan perbandingan 2 model shearwall dengan menggunakan metode analisis riwayat waktu nonlinier dengan menggunakan rekaman gerak tanah pada gempa Imperial Valley, Loma Prieta, Northridge dan Tabas Iran. Dari penelitian didapat perbandingan displacement dan drift dari 2 model struktur bangunan dengan shearwall. Struktur bangunan dianalisis dengan bantuan aplikasi ETABS v15.2.2. Hasil penelitian didapat bahwa bangunan rumah sakit 7 lantai yang direncanakan tahan terhadap gaya gempa yang diberikan. Untuk bangunan struktur dengan shearwall model 2 lebih lemah menahan beban gempa dengan nilai simpangan antar tingkat arah X paling besar = 39.49 mm dan arah Y paling besar = 4.576 mm daripada bangunan denga shearwall model 1 dengan nilai simpangan antar tingkat arah X = 39.47 mm dan arah Y paling besar 3.88 mm.

Indonesia is in the ring of fire area and is between active tectonic plates so that Indonesia is a country that is prone to earthquakes. One of the provinces in Indonesia, namely Yogyakarta, experienced an earthquake of 7.3 SR in 2017. This earthquake caused a lot of damaged infrastructure. So it must be considered infrastructure planning that is resistant to earthquake loads. This study discusses the analysis of the structure of a 7 storey hospital building with a comparison of 2 shearwall models using nonlinear time history analysis methods using ground motion records in the Imperial Valley, Loma Prieta, Northridge and Tabas Iran earthquakes. From the research, it is obtained a comparison of displacement and drift of 2 building structure models with shearwall. The structure of the building was analyzed with the help of the ETABS v15.2.2 application. The results showed that the planned 7-storey hospital building is resistant to a given earthquake force. For structures with shearwall model 2, it is weaker to withstand earthquake loads with the largest deviation value between levels in the X direction = 39.49 mm and the largest Y direction = 4.576 mm than for buildings with shearwall model 1 with the deviation value between levels in the X direction = 39.47 mm and the direction Y is at most 3.88 mm.