scholarly journals Experimental Study on Properties of Masonry Infill Walls Connected to Steel Frames with Different Connection Details

2020 ◽  
Vol 14 (2) ◽  
pp. 165-185
Author(s):  
Mehdi Kahrizi ◽  
Mehrzad TahamouliRoudsari
Keyword(s):  
Experimental Study ◽  
Steel Frames ◽  
Infill Walls ◽  
Masonry Infill ◽  
Masonry Infill Walls

scholarly journals Experimental study of the out of plane behavior of masonry infill walls with exterior insulation systems

2017 ◽  
Vol 12 (1) ◽  
pp. 123-133
Author(s):  
Cristian Petruş ◽  
Valeriu Stoian ◽  
Marius Moşoarcă ◽  
Anthimos Anastasiadis
Keyword(s):  
Experimental Study ◽  
Infill Walls ◽  
Masonry Infill ◽  
Masonry Infill Walls ◽  
Out Of Plane ◽  
Insulation Systems

Influence of masonry infill walls on fire-induced collapse mechanisms of steel frames

2019 ◽  
Vol 155 ◽  
pp. 426-437 ◽  
Author(s):  
Sidi Shan ◽  
Shuang Li ◽  
Shuhong Wang ◽  
Halil Sezen ◽  
Mehmet M. Kose
Keyword(s):  
Steel Frames ◽  
Infill Walls ◽  
Masonry Infill ◽  
Masonry Infill Walls ◽  
Collapse Mechanisms

scholarly journals In-plane Response of Masonry Infill Walls: Experimental Study using Digital Image Correlation

2015 ◽  
Vol 114 ◽  
pp. 870-876 ◽  
Author(s):  
André Furtado ◽  
T. Ramos ◽  
Hugo Rodrigues ◽  
António Arêde ◽  
Humberto Varum ◽  
...  
Keyword(s):  
Experimental Study ◽  
Digital Image Correlation ◽  
Digital Image ◽  
Image Correlation ◽  
Infill Walls ◽  
Masonry Infill ◽  
Masonry Infill Walls

scholarly journals NUMERICAL MODELLING OF MASONRY INFILL WALLS IN EXISTING STEEL FRAMES

2021 ◽  
Author(s):  
Luigi Di Sarno ◽  
Jing-Ren Wu ◽  
Fabio Freddi ◽  
Mario D’Aniello ◽  
Stathis Bousias ◽  
...  
Keyword(s):  
Numerical Modelling ◽  
Steel Frames ◽  
Infill Walls ◽  
Masonry Infill ◽  
Masonry Infill Walls

CFRP Strengthening of Reinforced Concrete Frames with Masonry Infill Walls: A Numerical and Parametric Study

2013 ◽  
Vol 747 ◽  
pp. 51-54 ◽  
Author(s):  
E. Akın ◽  
G. Özcebe
Keyword(s):  
Experimental Study ◽  
Reinforced Concrete ◽  
Numerical Model ◽  
Parametric Study ◽  
Width Ratio ◽  
Response Curves ◽  
Infill Walls ◽  
Masonry Infill ◽  
Masonry Infill Walls ◽  
Aspect Ratios

The idea of strengthening the existing masonry infill walls of reinforced concrete (RC) frames has attracted many research groups in the last decade. The use of carbon fiber reinforced polymer (CFRP) strips along the diagonals of infills has become one major technique applied for this purpose. An experimental study conducted by the authors focused on the effect of aspect (height/width) ratio of hollow clay tile infills on the overall response attained by this strengthening methodology. Two different aspect ratios (HCT) were selected in the experimental study. However, a wider range of aspect ratios should also be investigated for design purposes. Therefore, a numerical model of the test frames are developed, which are validated by the experimental response curves. The basics of the numerical model that leads to a parametric study is the subject of this article.

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