Non linear time history analysis of simple G+5 storey building

I am in need of an experienced engineer to conduct a nonlinear time history analysis on a simple G+5 storey building. For this analysis, I am wanting to utilize the SAP2000 software. The loading that will be applied to the model is seismic loading, and the loading combinations that should be considered for the analysis are those specified in the Limit State Design method of Indian code. All results must be presented in a clear and professional manner. If additional information is needed or clarification is necessary, please let me know.