Damage and sensitivity analysis of a reinforced concrete wall building during the 2010, Chile earthquake

2021 ◽  
Vol 240 ◽  
pp. 112093
Author(s):  
José A. Gallardo ◽  
Juan C. de la Llera ◽  
Hernán Santa María ◽  
Matías F. Chacón
Keyword(s):  
Sensitivity Analysis ◽  
Reinforced Concrete ◽  
Concrete Wall ◽  
Chile Earthquake ◽  
Reinforced Concrete Wall

A statistical analysis of reinforced concrete wall buildings damaged during the 2010, Chile earthquake

2015 ◽  
Vol 82 ◽  
pp. 168-185 ◽  
Author(s):  
R. Jünemann ◽  
J.C. de la Llera ◽  
M.A. Hube ◽  
L.A. Cifuentes ◽  
E. Kausel
Keyword(s):  
Reinforced Concrete ◽  
Statistical Analysis ◽  
Concrete Wall ◽  
Chile Earthquake ◽  
Reinforced Concrete Wall

scholarly journals Displacement-Based Seismic Assessment of the Likelihood of Failure of Reinforced Concrete Wall Buildings

Buildings ◽  
2021 ◽  
Vol 11 (7) ◽  
pp. 295
Author(s):  
Amirhossein Orumiyehei ◽  
Timothy J. Sullivan
Keyword(s):  
Reinforced Concrete ◽  
Seismic Risk ◽  
Concrete Wall ◽  
Limit States ◽  
Simplified Approach ◽  
Performance Based Assessment ◽  
Assessment Approach ◽  
Reinforced Concrete Wall ◽  
Displacement Based ◽  
Assessment Procedures

To strengthen the resilience of our built environment, a good understanding of seismic risk is required. Probabilistic performance-based assessment is able to rigorously compute seismic risk and the advent of numerical computer-based analyses has helped with this. However, it is still a challenging process and as such, this study presents a simplified probabilistic displacement-based assessment approach for reinforced concrete wall buildings. The proposed approach is trialed by applying the methodology to 4-, 8-, and 12-story case study buildings, and results are compared with those obtained via multi-stripe analyses, with allowance for uncertainty in demand and capacity, including some allowance for modeling uncertainty. The results indicate that the proposed approach enables practitioners to practically estimate the median intensity associated with exceeding a given mechanism and the annual probability of exceeding assessment limit states. Further research to extend the simplified approach to other structural systems is recommended. Moreover, the research highlights the need for more information on the uncertainty in our strength and deformation estimates, to improve the accuracy of risk assessment procedures.

Performance of a reinforced concrete wall building subjected to sequential earthquake and tsunami loading

2021 ◽  
Vol 238 ◽  
pp. 111995
Author(s):  
S.J. Tagle ◽  
R. Jünemann ◽  
J. Vásquez ◽  
J.C. de la Llera ◽  
M. Baiguera
Keyword(s):  
Reinforced Concrete ◽  
Concrete Wall ◽  
Reinforced Concrete Wall
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