Seismic assessment on different irregular structure considering incident angles and soil structure interactions

This dataset contains the input data and results from a numerical study investigating the impact of seismic vibration incident angle on the response of irregular reinforced concrete structures, considering soil-structure interaction (SSI).  The study examined two different 10-story irregular building configurations (L-shaped and C-shaped) designed according to BNBC-2020 guidelines.  The data includes:

Soil parameters: Site-specific soil properties used in the SSI model.

Seismic input: Data related to the seismic loading, including the BNBC-2020 spectrum and the El Centro earthquake time history.

Analysis results: Displacement data for each structure at 10-degree increments of incident wave angle, considering SSI conditions.

The research used the finite element method within SAP2000, employing the Newmark-beta method for time-history analysis.