A Proposal for a Simplified Mesoscale Simulation Model of a Reinforced Concrete Frame with and without Masonry Infill
This article proposes a simplified micro-modeling of masonry infill walls, as well as a method for modeling reinforced concrete frames without infill. This model uses the Drucker-Prager criterion to simulate the non-linear compression behavior of bricks. And for the frame elements, the concrete dama...
Saved in:
| Main Authors: | Benyahi Karim, Messas Amar |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Sciendo
2024-12-01
|
| Series: | Selected Scientific Papers: Journal of Civil Engineering |
| Subjects: | |
| Online Access: | https://doi.org/10.2478/sspjce-2024-0009 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Non-linear analysis of masonry infilled steel frame under in-plane loading using Multi Pier method
by: Mohammad Mosa Ahmadvand, et al.
Published: (2025-07-01) -
Nonlinear modeling of the infill wall based on the brittle cracking model
by: A. Keyvani Borujeni, et al.
Published: (2017-05-01) -
Theoretical Framework for Experimental Research on Seismic Performance of Masonry-Infilled RC Frames
by: Fayu Wang
Published: (2025-07-01) -
In-plane effect on out-of-plane capacity of separated infill wall
by: A. Keyvani Borujeni, et al.
Published: (2018-08-01) -
Experimental Verification of Innovative, Low-Cost Method for Upgrading of Seismic Resistance of Masonry Infilled Rc Frames
by: Jordan Bojadjiev, et al.
Published: (2025-07-01)