Milinda, ALDNLewangamage, CSHettiarachchi, MTP2022-05-262022-05-262014-03Milinda, A.L.D.N., & Lewangamage, C.S. (2014). Evaluation of seismic performance of existing reinforced concrete buildings in Sri Lanka using pushover analysis approach - a case study. In M.T.P. Hettiarachchi (Ed.), Proceedings of the Civil Engineering Research Symposium 2014 (pp. 61-67). Department of Civil Engineering, University of Moratuwa.http://dl.lib.uom.lk/handle/123/17936Evaluation of seismic performance of existing buildings is vital to reduce their seismic vulnerability. Performance can be evaluated by the interaction between structure's capacity and the probable seismic demands. After the evaluation, suitable retrofitting methods can be used to enhance performance by modifying the capacity. In this paper the performance of a four storied reinforced concrete building was was SAP2000 finite element analysis software package was used to obtain the capacity curve of the building. The performance was evaluated using the capacity spectrum method proposed by ATC40 under the application of seismic demands derived from ATC40 document and AS1170.4 (2007) standard.Results showed that the performance of the building is satisfactory in both X and Y directions for all seismic demands determined using ATC40 document and ASH70.4 (2007).enSeismic performancePushover analysisCapacity spectrum methodSAP2000Conference-Full-textEngineeringDepartment of Civil Engineering2014Civil Engineering Research Symposium 2014Katubeddapp. 61-67Proceedings of the Civil Engineering Research Symposium 2014nandikamilinda@gmail.comsujeewaI@uom.lk