Damage and Implications for Seismic Design of RC Structural Wall Buildings

In 1996, Chile adopted NCh433.Of96, which includes seismic design approaches similar to those used in ASCE 7‐10 (2010) and a concrete code based on ACI 318‐95 (1995). Since reinforced concrete buildings are the predominant form of construction in Chile for buildings over four stories, the 27 February 2010 earthquake provides an excellent opportunity to assess the performance of reinforced concrete buildings designed using modern codes similar to those used in the United States. A description of observed damage is provided and correlated with a number of factors, including relatively high levels of wall axial load, the lack of well‐detailed wall boundaries, and the common usage of flanged walls. Based on a detailed assessment of these issues, potential updates to U.S. codes and recommendations are suggested related to design and detailing of special reinforced concrete shear walls.