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March 2016 - June 2020
Publications
Publications (4)
In order to contribute to the lack of statistical anomaly detection and sensitivity visualization of the response parameters from international seismic codes, this study presents a comparative analysis between multiple Chilean codes for the seismic design of reinforced concrete buildings. The seismic response and its similar implications to the US...
The response of reinforced concrete walls with two types of distributed reinforcement, namely, conventional reinforcement (A630) and ductile electrowelded reinforcement (A630S), is investigated. Taking as reference the results of 16 test on walls built with varied size and steel detailing, the main objective of this paper is to evaluate several hys...
In order to contribute to the lack of statistical anomaly detection and sensibility procedures of the response parameters from international seismic codes, this study presents a comparative analysis between multiple Chilean codes for the seismic design of reinforced concrete buildings. The seismic response and its similar implications to the US cod...
Low cycle fatigue life of high-strength reinforcing steel bars (ASTM A706 Grade 80), using photogrammetry by RGB methodology is evaluated. Fatigue tests are performed on specimens under constant axial displacement with total strain amplitudes ranging from 0.01 to 0.05. The experimental observations indicate that buckling of high-strength reinforcin...