Guidelines for Nonlinear Finite Element Analysis of Reinforced Concrete Columns with Various Types of Degradation Subjected to Seismic Loading
Concrete columns are considered critical elements with respect to the stability of buildings during earthquakes. To improve the accuracy of column damage and collapse risk estimates using numerical simulations, it is important to develop a methodology to quantify the effect of displacement history o...
Saved in:
| Main Authors: | Seyed Sasan Khedmatgozar Dolati, Adolfo Matamoros, Wassim Ghannoum |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
MDPI AG
2024-12-01
|
| Series: | Infrastructures |
| Subjects: | |
| Online Access: | https://www.mdpi.com/2412-3811/9/12/227 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Effects of Vertical Irregularity on Transverse Reinforcement Spacing in Reinforced Concrete Columns to Avoid Shear Failure Subjected to Seismic Behavior
by: Hak-Jong Chang, et al.
Published: (2025-02-01) -
The effects of reinforced concrete shear wall on the earthquake behaviour of the buildings with various column sections
by: Tuncay Kap
Published: (2025-02-01) -
Failures in Reinforced-Concrete Columns and Proposals for Reinforcement Solutions: Insights from the 2023 Kahramanmaraş Earthquakes
by: Ercan Işık, et al.
Published: (2025-05-01) -
Punching shear in flat slabs with re-entrant corner columns
by: João Paulo de Almeida Siqueira, et al.
Published: (2025-02-01) -
Hysteresis Model for Flexure-Shear Critical Circular Reinforced Concrete Columns Considering Cyclic Degradation
by: Zhibin Feng, et al.
Published: (2025-07-01)