Assessment of Selected Models for FRP-Retrofitted URM Walls under In-Plane Loads
One way to improve a structure’s total load-bearing capacity during an earthquake is to apply fiber-reinforced polymers (FRP) to unreinforced walls. The study discusses the use of FRP to strengthen unreinforced masonry (URM) structures. Although, many studies were conducted on the FRP strengthening...
Guardado en:
Autores principales: | Marijana Hadzima-Nyarko, Stanko Čolak, Borko Đ. Bulajić, Naida Ademović |
---|---|
Formato: | article |
Lenguaje: | EN |
Publicado: |
MDPI AG
2021
|
Materias: | |
Acceso en línea: | https://doaj.org/article/c07c11cc446a400ea2b1b6f6871e811d |
Etiquetas: |
Agregar Etiqueta
Sin Etiquetas, Sea el primero en etiquetar este registro!
|
Ejemplares similares
-
Finite Element Modeling of Brickwork Panels Strengthened with Fiber Reinforced Concrete layer
por: Mohammad Amir Najafgholipour, et al.
Publicado: (2018) -
Evaluation of shear behaviour of masonry walls strengthened by FRP laminates and shotcrete
por: mohsen izadinia, et al.
Publicado: (2019) -
Analysis of location of composites reinforcement of masonry structures with use topological optimization
por: Magdalena Mrozek, et al.
Publicado: (2020) -
Development and Calibration of a 3D Micromodel for Evaluation of Masonry Infilled RC Frame Structural Vulnerability to Earthquakes
por: Filip Anić, et al.
Publicado: (2021) -
Efficiency Comparison between Two Masonry Wall Drying Devices Using In Situ Data Measurements
por: Piotr Łapka, et al.
Publicado: (2021)