Resumo (PT):
Abstract (EN):
Earthquake engineering experts, public authorities and general public agree on the
idea that the seismic safety and performance of the built environment is a matter of
high priority. Moreover, the widespread interest in methodologies which address
the assessment and the retrofit of existing constructions reflects the global perception that such constructions are exposed to disproportionate levels of seismic
risk. Rational and cost effective interventions on the built environment are therefore
needed in order to mitigate such risk and reduce the expected level of losses in
future earthquakes. Since there are significant differences between the design of a
new structure and the assessment of the same structure after many years in service,
these interventions must be based on adequate normative documents addressing the
specific issues of seismic performance assessment of existing structures. Given that
most structural standards and codes have been developed for the design of new
structures, their procedures are often found to be inadequate for the assessment of
existing constructions. Hence, over the past few years, several standards and guidelines addressing the problem of structural assessment and upgrading have
been emerging for the specific case of earthquake loading.
In this context, the current chapter presents a review of existing international
structural standards and codes that provide specific methodologies for the seismic
safety assessment and the strengthening of existing constructions. The codes considered in this analysis are the Eurocode 8 Part 3 (EC8-3) [1], the United States
International Building Code IBC 2012 [2], the International Existing Building
Code IEBC 2012 [3], ASCE/SEI 41-13 [4] and relevant modifications in the
upcoming 2015 editions of the IBC and IEBC, the Italian building code NTC08 [5],
the Greek code of structural interventions KAN.EPE. [6], the Swiss standard SIA
269 [7], the Romanian code for seismic evaluation P100-3 [8], the Turkish standard
for buildings in seismic zones [9], and the New Zealand NZSEE Recommendations
[10]. The chapter presents a general description of the seismic safety assessment
methods proposed by these standards, as well as an overview of the techniques they
propose for seismic retrofit and strengthening. Following this comparison, the
future evolution of code-based procedures for seismic safety assessment and retrofit
is briefly discussed based on recently developed guidelines proposing more
advanced approaches.
Language:
English
Type (Professor's evaluation):
Scientific
No. of pages:
20