Experimental Study on Lateral-Load-Resisting Capacity of Masonry-Infilled Reinforced Concrete Frames
In this study, an experimental program was performed on masonry-infilled frame specimens with varied construction precision and masonry thickness. A total of five portal frame specimens, which consist of four masonry-infilled frames and a bare frame, were tested, and the results were analyzed to inv...
Main Authors: | Minjae Kim, Eunjong Yu |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2021-10-01
|
Series: | Applied Sciences |
Subjects: | |
Online Access: | https://www.mdpi.com/2076-3417/11/21/9950 |
Similar Items
-
Investigation of Diagonal Strut Actions in Masonry-Infilled Reinforced Concrete Frames
by: Seung-Jae Lee, et al.
Published: (2021-01-01) -
Comparison of Developed Numerical Macro and Micro Masonry Models for Static and Dynamic Analysis of Masonry-infilled Steel Frames
by: Goran Baloevic, et al. -
Finite Element Micro-Modeling of Infilled Frames
by: P.G. Asteris
Published: (2008-06-01) -
Testing of Damaged Single-Bay Reinforced Concrete Frames Strengthened with Masonry Infill Walls
by: Marin Grubišić, et al.
Published: (2023-04-01) -
The effect of masonry infill walls on the reinforced concrete frames behavior under lateral load
by: Ismail LAYADI, et al.
Published: (2020-04-01)