Structures Congress 2017 2017
DOI: 10.1061/9780784480410.009
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Seismic Evaluation of Incremental Seismic Retrofitting Techniques for Typical Peruvian Schools

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Cited by 3 publications
(9 citation statements)
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“…At least one school was inaugurated every day in that period, allowing the Peruvian capital to lower its infrastructure deficit, with positive effects in terms of school attendance for children [37]. However, most of these schools, which are still currently operational, show critical deficiencies in their structure, far from meeting the standards of current Peruvian anti-seismic regulations [38]. More specifically, these buildings suffer from short-column shear failure, a structural failure that consists of slender columns partially restrained by infill walls [39].…”
Section: Description Of the Case Studymentioning
confidence: 99%
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“…At least one school was inaugurated every day in that period, allowing the Peruvian capital to lower its infrastructure deficit, with positive effects in terms of school attendance for children [37]. However, most of these schools, which are still currently operational, show critical deficiencies in their structure, far from meeting the standards of current Peruvian anti-seismic regulations [38]. More specifically, these buildings suffer from short-column shear failure, a structural failure that consists of slender columns partially restrained by infill walls [39].…”
Section: Description Of the Case Studymentioning
confidence: 99%
“…Recent efforts by the Peruvian government, however, are trying to reduce the vulnerability of these infrastructures by drawing up an ambitious plan to retrofit these schools to withstand big earthquakes [42]. For this, three different low-cost incremental seismic rehabilitation (ISR) techniques (i.e., steel, concrete and masonry) were developed, all of which were validated in previous studies in terms of seismic resistance and economic values [38,43]. The retrofitting techniques applied aim at avoiding the fragile failure mechanism of short column, while increasing stiffness, strength, and ductility of the structure in the longitudinal direction in the event of an earthquake.…”
Section: Description Of the Case Studymentioning
confidence: 99%
“…Loa et al (2017) estimated E [ Loss|IM ] for SB rehabilitation, which is very useful to define imperative mitigation programs, but they do not give us enough information about a life-cycle costs.…”
Section: Study Casementioning
confidence: 99%
“…In designing the reinforced concrete jacketing, the compressive strength of the concrete and the yield strength of reinforcing bars were assumed equal to 21 MPa and 420 MPa, respectively. This technique requires the reinforcement of the footings for the new walls due to the increase in axial forces during seismic actions [21]. Its main advantage is the great increase in the performance of the structure in terms of stiffness, resistance, and ductility.…”
Section: Intervention a 3 -Rc Wallsmentioning
confidence: 99%
“…Fragility curves of the investigated buildings in current state and with the four considered retrofitting techniques are defined using Peak Ground Acceleration (PGA) as the ground motion intensity measure (IM). Although other IMs have shown to produce more meaningful results (e.g.,Housner Intensity, Arias Intensity, Acceleration Spectrum Intensity, and Average spectral acceleration), PGA has been considered to comply with existing hazard data and vulnerability models developed over the years by different research groups for Lima Metropolitan area (e.g., [1][2][3]5,21]). Fragility curves of the investigated buildings in current state and with the four considered retrofitting techniques are generatedfollowing the procedure proposed by several authors [29].…”
Section: Structural Performance Evaluation Fragility and Vulnerabilimentioning
confidence: 99%