Observations about the seismic response of RC buildings in Mexico City

Author:

Alcocer Sergio1,Behrouzi Anahid2,Brena Sergio3ORCID,J Elwood Kenneth4,Irfanoglu Ayhan5,Kreger Michael6,Lequesne Rémy7,Mosqueda Gilberto8,Pujol Santiago5ORCID,Puranam Aishwarya9,Rodriguez Mario10,Shah Prateek5,Stavridis Andreas11,Wood Richard12

Affiliation:

1. The University of Texas at San Antonio, San Antonio, TX, USA

2. Cal Poly San Luis Obispo, San Luis Obispo, CA, USA

3. University of Massachusetts Amherst, Amherst, MA, USA

4. The University of Auckland, Auckland, New Zealand

5. Purdue University, West Lafayette, IN, USA

6. The University of Alabama, Tuscaloosa, AL, USA

7. The University of Kansas, Lawrence, KS, USA

8. University of California, San Diego, La Jolla, CA, USA

9. National Taiwan University, Taipei, Taiwan

10. Universidad Nacional Autónoma de México, Mexico City, Mexico

11. University at Buffalo, Buffalo, NY, USA

12. University of Nebraska–Lincoln, Lincoln, NE, USA

Abstract

Over 2000 buildings were surveyed by members of the Colegio de Ingenieros (CICM) and Sociedad Mexicana de Ingenieria Estructural (SMIE) in Mexico City following the Puebla-Morelos Earthquake of 2017. This inventory of surveyed buildings included nearly 40 collapses and over 600 buildings deemed to have structural damage. Correlation of damage with peak ground acceleration (PGA), peak ground velocity (PGV), predominant spectral period, building location, and building properties including height, estimated stiffness, and presence of walls or retrofits was investigated for the surveyed buildings. The evidence available suggests that (1) ground motion intensity (PGV) drove the occurrence of damage and (2) buildings with more infill and stiff retrofit systems did better than other buildings.

Funder

National Science Foundation

Publisher

SAGE Publications

Subject

Geophysics,Geotechnical Engineering and Engineering Geology

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