Abstract:The 1992 advent of the Serviceability Limit State (SLS) was for the purpose of eliminating structural and nonstructural damage to buildings subjected to small or moderate SLS Earthquakes (EQs). However, moderate direct structural damage and large indirect losses occurred to many medium-rise concrete-framed buildings as a result of small or moderate EQ ground motions in Christchurch CBD 2010 and in Wellington CBD 2013 and 2016. This is shown to be because of SLS flaws in the New Zealand (NZ) building code, (com… Show more
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