{"id":{"repo_id":"mit","oai_identifier":"oai:dspace.mit.edu:1721.1/82822"},"canonical_url":"https://search.dev.ndltd.org/etd/mit/oai:dspace.mit.edu:1721.1/82822","repository":{"repo_id":"mit","name":"MIT","base_url":"https://dspace.mit.edu/oai/request"},"display":{"title":"Nonlinear behavior of reinforced concrete structures under seismic excitation","abstract":"Exploring nonlinear behavior of structures through structural analysis software can be time and computer processing intensive especially with complicated structural models. This paper will explore the nonlinear behavior of a reinforced concrete structure with varying damping conditions that will experience a number of earthquakes at varying intensities. In the effort to produce a more accurate representation of the structural behavior, the building will be designed based on modem design codes. 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