Nonlinear Response History Analysis (NLRHA) is a dynamic method for analyzing structures subjected to earthquakes. This approach considers the nonlinear behavior of building materials and components, enabling the calculation of the responses during nonlinear behavior and often yielding accurate analysis results. To achieve this, it is essential to create a model that closely represents the configuration and material properties of the actual building. However, this process consumes significant computational resources. In practice, detailed modeling is typically considered for the primary struct Authors: Pakkapong,,Likhitsuwan;Nakhorn,,Poovarodom. Presented at TSER2023.