Analisis Nonlinear Kinerja Seismik Struktur Bangunan 8 Lantai Akibat Penurunan Kualitas Beton Berdasarkan ASCE 41-17 = Nonlinear Analysis of the Seismic Performance of an 8-Story Structure Due to Concrete Quality Degradation Based on ASCE 41-17

Evaluasi Kinerja Seismik Struktur Berbasis ASCE 41-17 terhadap Bangunan Gedung 8 Tingkat Berbentang Tunggal akibat Penurunan Kualitas Beton Kolom = Structural Seismic Performance Evaluation using ASCE 41-1 on an 8 Story Single Span Building due to Deficiency of Concrete Strength in Columns

Pengaruh Penurunan Kualitas Beton Balok dan Pelat terhadap Kinerja Seismik Struktur Bangunan Gedung 8 Lantai Berbentang Tunggal dengan Prosedur Dinamik Linier Tier 3 = The Impact of Concrete Quality Degradation in Beams and Slabs on the Seismic Performance of 8-Story Single-Span Building Structure Using the Tier 3 Linear Dynamic Procedure

Evaluasi Berbasis Kinerja pada Struktur Gedung 6 Lantai berdasarkan Prosedur ASCE 41-17 dengan Metode Analisis Respons Spektrum dan Pushover = Performance-Based Evaluation of A 6-Story Building Structure Based on ASCE 41-17 Procedures with Response Spectrum and Pushover Analysis Methods

Evaluasi Struktur Berbasis Performa (Performance Based) dengan Analisis Riwayat Waktu Non-Linier berdasarkan ASCE 41-17: Studi Kasus Gedung Perkantoran XYZ = Performance Based Structural Evaluation with Non-Linear Time History Analysis based on ASCE 41-17: Case Study of XYZ Office Building