Congresso de Métodos Numéricos em Engenharia 1-3 julho 2019, Guimarães, Portugal Universidade do Minho REVIEW OF STRATEGIES FOR MODELLING BEAM-TO-COLUMN CONNECTIONS IN EXISTING PRECAST INDUSTRIAL RC BUILDINGS Romain Sousa 1 , Nádia Batalha 2 and Hugo Rodrigues 3 1: Escola Superior de Tecncologia e Gestão Insituto Politécnico de Leiria e-mail: romain.r.sousa@ipleiria.pt 2: CONSTRUCT-LESE, DECivil Faculdade de Engenharia da Universidade do Porto e-mail: up201809163@fe.up.pt 3: RISCO, Escola Superior de Tecncologia e Gestão Insituto Politécnico de Leiria e-mail: hugo.f.rodrigues@ipleiria.pt Keywords: Industrial buildings, precast buildings, reinforced concrete, seismic performance, beam-to-column connection, non-linear modelling Abstract In recent earthquakes, it has been observed that precast RC structures has shown, in several cases, a poor performance presenting damages on structural and non-structural elements, highlighting the vulnerability of industrial buildings. Beam-to-column connection was pointed as one of the main source of damage. Precast concrete buildings are common in the industrial parks. One-story industrial building constituted by a frame system of beams and columns, with hinged beam-to-column connection are the most common structural configuration. In this way, it is important to characterize this type of buildings to understand its seismic behavior in order to develop new methodologies and solutions for design this type of buildings and improve your performance. The presented work is focused on beam-to- column connections that play a determining role on precast structures. The proposed work is the review of the different strategies to model beam-to-column connections in a precast industrial RC building is presented. To perform the analyses, the structural software Opensees was chosen. Nonlinear static analyses were performed. The results are presented and discussed. 1. INTRODUCTION In recent earthquakes, it has been observed that precast reinforced concrete (RC) structures has shown in several cases a poor performance, presenting damages on structural and non- structural elements, highlighting the vulnerability of industrial buildings [1]–[5] and an important part was not designed with the consideration of the seismic action. Most of the