作者: Mohammad Reza Salami , Katsuichiro Goda
DOI: 10.1061/(ASCE)CF.1943-5509.0000514
关键词: Incremental Dynamic Analysis 、 Seismology 、 Seismic hazard 、 Geology 、 Aftershock 、 Environmental Seismic Intensity scale 、 Earthquake simulation 、 Earthquake scenario 、 Seismic risk 、 Geotechnical engineering 、 Urban seismic risk 、 Civil and Structural Engineering 、 Safety, Risk, Reliability and Quality 、 Building and Construction
摘要: AbstractEarthquakes are rare natural catastrophes, causing severe impacts on society due to loss of lives, damage built facilities, and business interruptions. After a large earthquake (mainshock), many induced events (aftershocks) may be triggered cause additional or even collapse mainshock-damaged buildings. To reduce seismic hazard risk aftershocks extend the current performance-based engineering framework, effects performance structures should incorporated. Considering an extensive set real artificial mainshock-aftershocks sequences, vulnerability residential wood-frame houses in southwestern British Columbia, Canada, is examined analytically using incremental dynamic analysis. Subsequently, estimation conducted for four house types with different capacities. The analysis results indicate: (1) moderate (5–20%) maximum structural response e...