Results 21 to 30 of about 370 (182)

Testing of Damaged Single-Bay Reinforced Concrete Frames Strengthened with Masonry Infill Walls

open access: yesBuildings, 2023
Despite achieving consensus and having current knowledge on the behaviour and contribution of masonry infill walls, there remain unresolved issues regarding their nonlinear behaviour as a method for strengthening existing reinforced concrete (RC) frames ...
Marin Grubišić   +3 more
doaj   +1 more source

Studi Eksperimental tentang Pengaruh Dinding Bata Merah Terhadap Ketahanan Lateral Struktur Beton Bertulang

open access: yesJurnal Teknik Sipil, 2016
Reinforced-Concrete (R/C) frame structures with unreinforced clay brick masonry (URM) infill walls are commonly used in developing countries with regions of high seismicity.
Jafril Tanjung , Maidiawati
doaj   +3 more sources

Macro-Modelling of IP-OoP Interaction in Unreinforced Solid Masonry Infills under Earthquake-Induced Actions: A Review

open access: yesBuildings, 2023
Unreinforced masonry-infilled reinforced concrete frames are a prevalent taxonomy class not only in the Mediterranean region but also in Europe and worldwide, where buildings of this type abound or are ubiquitous.
Soheil Rostamkalaee   +2 more
doaj   +1 more source

Numerical Simulation of the Tension–Compression Behavior of Tie Connections in Brick Masonry Walls

open access: yesCivilEng, 2022
Brick masonry veneer walls connected to infill walls inserted in a reinforced concrete (RC) frame are a common constructive system in Portugal. The stability of the veneer wall is ensured by ties that make the connection with the masonry infill walls ...
Javier Ortega   +2 more
doaj   +1 more source

The Role of Infill Walls in the Dynamic Behavior and Seismic Upgrade of a Reinforced Concrete Framed Building

open access: yesFrontiers in Built Environment, 2020
Masonry infill walls are commonly used in the frames of reinforced concrete (RC) buildings around the world. The seismic performance of these buildings is strongly affected by the presence of the infill walls and partitions, as shown by the post ...
Alessandra De Angelis   +1 more
doaj   +1 more source

Theoretical analysis of the behavior of steel frame infilled with masonry walls by the diagonal strut method

open access: yesRevista IBRACON de Estruturas e Materiais, 2021
In the last decades, several studies have been developed regarding structures composed by frames infilled with masonry walls, proving the increase of lateral stiffness by the infill.
Alba Bruna Cintra De Grandi   +5 more
doaj   +1 more source

Out-of-Plane Response of Infill Masonry Walls [PDF]

open access: yesThe Open Construction and Building Technology Journal, 2012
The in-plane effect of infill walls on the structural response of reinforced concrete frames has been widely acknowledged via numerous experimental and numerical investigations and, as a result, the need to consider their effect on structural response has been acknowledged (indicated) in the latest generation of structural design codes worldwide.
openaire   +1 more source

Numerical Study on the In-Plane and Out-of-Plane Resistance of Brick Masonry Infill Panels in Steel Frames

open access: yesShock and Vibration, 2017
Masonry infill walls are one of the main forms of interior partitions and exterior walls in many parts of the world. Nevertheless, serious damage and loss of stability of many masonry infill walls had been reported during recent earthquakes.
Vahid Bahreini   +2 more
doaj   +1 more source

Numerical Investigation on the Influence of In-Plane Damage on the Out-of-Plane Behavior of Masonry Infill Walls

open access: yesAdvances in Civil Engineering, 2020
This study presents a finite element model to investigate the bidirectional seismic behavior of masonry infill walls. The test data are utilized to verify the numerical model.
Xiaomin Wang   +3 more
doaj   +1 more source

Research on the Seismic Performance of Straw Panel-Infilled Concrete Frame by Shaking Table Test

open access: yesAdvances in Civil Engineering, 2021
Infill wall-frame interaction-induced damage and failure have been found in many previous earthquakes due to the inappropriate estimation of the stiffness of infill walls.
Jia Zhu, Yuling Bian, Aiping Zhou
doaj   +1 more source

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