Estimation of random uncertainty of the seismic interstory drift ratio of reinforced concrete frames taking into account the variability of concrete elasticity modulus in Bogota

Authors

  • Daniel Mauricio Ruiz Valencia Pontificia Universidad Javeriana. (COLOMBIA)
  • María Claudia Borrero Chaux Pontificia Universidad Javeriana. (COLOMBIA)
  • María Patricia León Neira Pontificia Universidad Javeriana. (COLOMBIA)
  • Hermes Ariel Vacca Gámez Pontificia Universidad Javeriana. (COLOMBIA)

DOI:

https://doi.org/10.4067/S0718-50732013000100006

Keywords:

Seismic drift, statistical analysis, laboratory tests, computer simulations

Abstract

Based on the modulus of elasticity of concrete (E) and the geometry of the structural elements, the displacements of reinforced concrete structures are assessed by designers. The authors compiled and statistically analyzed the information of concrete strength tests, f`c with measurement of E (more than 1500 tests). Afterwards, a design of 5-story buildings was done following the specifications of the NSR-10 (AIS, Asociación Colombiana de Ingeniería Sísmica, 2010) and using two of the design spectrums of the recent seismic micro-zoning of Bogota (year 2010). With these buildings and with 1500 random numbers for f `c and E (based on the statistic analyses of laboratory tests), 6000 computer simulations, varying E and f´c, was done to determine the seismic drifts (as a percentage of the interstory distance) of the buildings. Seismic drifts were determined from spectral modal analyses and equivalent horizontal force analysis. In agreement with the results, the seismic drifts would be in average 147% of the seismic design drifts. Additionally, in average, 67 of each 100 buildings of five floors designed and constructed in Bogota with the NSR-10 would have seismic drifts higher than 1%. For that reason, the authors propose to modify the formula of the elasticity modulus included in the NSR 10 (at least for Bogota), in order to make a safer and reliable estimation of E and the seismic drifts.

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Author Biographies

Daniel Mauricio Ruiz Valencia, Pontificia Universidad Javeriana. (COLOMBIA)

Grupo Estructuras y Construcción, Departamento de Ingeniería Civil, Facultad de Ingeniería, Pontificia Universidad Javeriana. Colombia

María Claudia Borrero Chaux, Pontificia Universidad Javeriana. (COLOMBIA)

Ingeniera Civil, Departamento de Ingeniería Civil, Facultad de Ingeniería, Pontificia Universidad Javeriana. Colombia

María Patricia León Neira, Pontificia Universidad Javeriana. (COLOMBIA)

Grupo Estructuras y Construcción, Departamento de Ingeniería Civil, Facultad de Ingeniería, Pontificia Universidad Javeriana. Colombia

Hermes Ariel Vacca Gámez, Pontificia Universidad Javeriana. (COLOMBIA)

Grupo Estructuras y Construcción, Departamento de Ingeniería Civil, Facultad de Ingeniería, Pontificia Universidad Javeriana. Colombia

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Published

2013-04-30

How to Cite

Ruiz Valencia, D. M., Borrero Chaux, M. C., León Neira, M. P., & Vacca Gámez, H. A. (2013). Estimation of random uncertainty of the seismic interstory drift ratio of reinforced concrete frames taking into account the variability of concrete elasticity modulus in Bogota. Revista Ingeniería De Construcción, 28(1), 95–106. https://doi.org/10.4067/S0718-50732013000100006

Issue

Section

Original Research