A Practice-Oriented Procedure for Seismic Reliability Assessment of RC Structures Affected by Carbonation-Induced Degradation
Existing reinforced concrete (RC) buildings in Europe have generally been designed without proper consideration of seismic actions and capacity design principles, and thus they tend to be vulnerable to earthquakes. Moreover, since a significant proportion of the aforementioned buildings were develop...
Main Authors: | Francesco Nigro, Adamo Zinco, Enzo Martinelli |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2021-10-01
|
Series: | Applied Mechanics |
Subjects: | |
Online Access: | https://www.mdpi.com/2673-3161/2/4/47 |
Similar Items
-
Seismic vulnerability of RC buildings in Polog valley
by: Enis JAKUPI, et al.
Published: (2015-12-01) -
Investigation of Seismic Performance for Low-Rise RC Buildings with Different Patterns of Infill Walls
by: Saharat Saengyuan, et al.
Published: (2022-09-01) -
Upgrading the seismic capacity of existing RC buildings using buckling restrained braces
by: Hamdy Abou-Elfath, et al.
Published: (2017-06-01) -
Seismic performance of existing R.C. framed buildings
by: Sameh A. El-Betar
Published: (2017-08-01) -
A simplified approach to evaluate cyclic response and seismic fragility of corrosion damaged RC bridge piers
by: Rajib Kumar Biswas, et al.
Published: (2022-12-01)