Wilayah rawan gempa di berbagai belahan dunia menghadapi tantangan besar dalam memastikan keandalan struktur bangunan terhadap beban seismik. Analisis pushover (analisis statik nonlinier) telah menjadi salah satu pendekatan utama untuk mengevaluasi kinerja seismik struktur bangunan karena mampu menggambarkan perilaku struktur dari kondisi elastis hingga inelastis melalui kurva kapasitas (capacity curve) dan titik kinerja (performance point). Penelitian ini bertujuan menganalisis secara sistematis perkembangan riset mengenai asesmen kinerja seismik struktur bangunan berbasis metode pushover, berdasarkan publikasi ilmiah terindeks Scopus periode 2020–2026. Penelitian menggunakan metode Systematic Literature Review (SLR) dengan pedoman PRISMA 2020. Pencarian literatur dilakukan melalui Publish or Perish (PoP) terhadap database Scopus dan menghasilkan 200 rekaman unik; setelah proses skrining judul, penilaian kelayakan (jenis dokumen dan ketersediaan DOI), serta prioritisasi berbasis dampak dan relevansi tematik, diperoleh 45 artikel yang memenuhi kriteria inklusi untuk disintesis. Hasil analisis menunjukkan bahwa: (1) fokus penelitian terbagi ke dalam delapan kategori tematik, dengan kinerja perkuatan/retrofit struktur (22,2%) dan asesmen kinerja seismik umum (17,8%) sebagai kategori terbanyak; (2) interaksi tanah–struktur, ketidakberaturan konfigurasi bangunan, dan pemilihan sistem struktur penahan beban lateral (dinding geser, diagrid, bresing) terbukti secara konsisten memengaruhi signifikan respons dan tingkat kinerja seismik bangunan; (3) mayoritas artikel (86,7%) dipublikasikan pada jurnal kuartil Q1–Q2 Scopus, menunjukkan kredibilitas ilmiah yang tinggi pada korpus yang disintesis. Analisis bibliometrik VOSViewer terhadap kata kunci menunjukkan keterkaitan erat antara istilah 'study', 'performance assessment', 'force', dan 'code', dengan klaster studi kasus regional pascagempa (seperti Adıyaman, Türkiye) sebagai simpul tematik yang menonjol. Penelitian ini menyimpulkan bahwa metode pushover tetap relevan sebagai pendekatan evaluasi kinerja seismik yang praktis dan efektif, namun keandalan hasilnya perlu didukung oleh pertimbangan interaksi tanah–struktur, konfigurasi bangunan, dan strategi retrofit yang sesuai dengan karakteristik struktur eksisting.
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