Evaluation seismic behavior of tall reinforced concrete structures subjected to near field earthquake with considering the height effect

Due to the good performance of concrete structures, the seismic performance of these structures has been evaluated under different conditions and using different methods. One of the variables that affect the seismic performance of these structures is the height. In this article, the seismic performance of reinforced concrete structures affected by earthquakes, taking into consideration their height, is presented by the ETABS software. The results of this article demonstrate that when increasing the height, using a shear wall in reinforced concrete structures leads to better seismic performance in terms of displacement.

کلیدواژه ها:

reinforced concrete ، seismic performance ، height effect ، near field earthquake