The 16 April 2016 Ecuador Earthquake Damage Assessment Survey

Author:

Villalobos Enrique1,Sim Chungwook2,Smith-Pardo J. Paul3,Rojas Pedro4,Pujol Santiago5,Kreger Michael E.6

Affiliation:

1. Walter P. Moore and Associates, 1301 McKinney Suite 1100, Houston, TX 77010

2. University of Nebraska-Lincoln, Department of Civil Engineering, 1110 South 67th Street, Omaha, NE 68182

3. Seattle University, Department of Civil and Environmental Engineering, 1201 9th Avenue, Seattle, WA 98122

4. ESPOL Polytechnic University, Escuela Superior Politécnica del Litoral, ESPOL, Facultad de Ingeniería en Ciencias de la Tierra, Campus Gustavo Galindo km 30.5 Vía Perimetral, P.O. Box 09-01-5863 Guayaquil, Ecuador

5. Purdue University, Lyles School of Civil Engineering, 550 Stadium Mall Drive, West Lafayette, IN 47907

6. The University of Alabama, Civil, Construction and Environmental Engineering, 401 7th Avenue, Tuscaloosa, AL 35487

Abstract

A damage assessment survey of 169 low-rise reinforced concrete buildings was conducted following the 16 April 2016 Ecuador earthquake. Forty-four percent of the buildings surveyed sustained severe structural damage. Using the collected data, seismic vulnerability indices were calculated to examine their correlation with damage observations. It was found that 92% of the buildings with observed severe structural damage had calculated wall and column index pairs (WI, CI) that satisfied the relation WI+CI/2 < 0.2%. The frequency of damage was lower for higher-priority index values, defined as the sum of CI+WI. Furthermore, frequency of damage in buildings with captive columns was observed to decrease with window height-to-column height ratios of more than 20%.

Publisher

SAGE Publications

Subject

Geophysics,Geotechnical Engineering and Engineering Geology

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