Evaluasi Kinerja Seismik Struktur Bangunan Gedung Lengkung 8 Lantai dengan Variasi Kolom Miring terhadap Penurunan Kualitas Beton Berbasis Prosedur ASCE 41-17 = Structural Seismic Performance Evaluation of an 8 Story Curved Building with Inclined Columns Due to Deficiency of Concrete Strength Based on ASCE 41-17

Evaluasi Kinerja Seismik Struktur Bangunan Gedung 8 Lantai dengan Variasi Kolom Miring Akibat Penurunan Kualitas Beton Berbasis Prosedur ASCE 41-17 = Seismic Performance Evaluation of an 8-Story Building Structure with Inclined Columns Variations Due to Concrete Quality Degradation Based on ASCE 41-17 Procedures

Pengaruh Penurunan kualitas Beton terhadap Kinerja Seismik Struktur Bangunan Gedung 8 Lantai Berbentang Tunggal dengan Prosedur Berbasis ASCE 41-17 = The Influence of Concrete Quality Degradation Toward the Seismic Performance of a Single-Bay 8-Story Structure Using ASCE 41-17 Based Procedures

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 Terhadap Kinerja Seismik Gedung 8 Lantai dengan Variasi Denah Lengkung dan Kantilever Berbasis Analisis Dinamik Linear Tier 3 = The Influence of Concrete Quality Deterioration on Seismic Performance of 8 Story Building with Curved Plan and Cantilever Based on Tier 3 Linear Dynamic Analysis