作者: A. Ilki , M. Comert , C. Demir , K. Orakcal , D. Ulugtekin
DOI: 10.1260/1369-4332.17.3.439
关键词: Seismic assessment 、 Shear (sheet metal) 、 Frame (networking) 、 Seismic retrofit 、 Structural engineering 、 Reinforced concrete 、 Engineering 、 Evaluation methods 、 Brittleness 、 Duration (project management)
摘要: Recent destructive earthquakes have shown that many existing buildings, particularly in developing countries, are not safe against seismic actions. Since code-based safety evaluation methods generally require detailed and complex structural analysis, the necessity for simplified, yet sufficiently accurate emerges reducing cost duration of assessment procedures. In this study, a performance based rapid method (PERA) is proposed reinforced concrete buildings. The overall determined on demand/capacity ratios individual columns, as well their failure modes (brittle/ductile), confinement characteristics, levels axial shear stresses. lateral drift critical story, calculated through simplified approach, also taken into account during determination global performance. predictions compared with results conventional saf...