A dataset of reinforced concrete frame seismic loss based on OpenSees simulations

The seismic loss of a single building is an important indicator of the seismic resilience of a building, and it is also an important research topic in the field of structural and earthquake engineering in recent years. However, despite numerous earthquake disasters occurring around the world, it is very difficult to accurately obtain data on the seismic losses of buildings under earthquake action. In this regard, studying the seismic resilience loss of reinforced concrete frames in buildings under earthquake action is particularly important. This article gives the simulation data of time history analysis of reinforced concrete frames with different layers under earthquake action based on OpenSees finite element analysis software. To this end, finite element analysis was performed on typical four-story, six-story, and eight-story ductile reinforced concrete frames under different earthquake actions to obtain seismic response data, and then a seismic loss data set was obtained based on the seismic response data and seismic resilience evaluation standards. The input variables of the data set include reinforced concrete frame design parameters and earthquake vibration parameters, and the output variables are building seismic loss indicators.