scholarly journals PARAMETRIC STUDY ON THE EFFECT OF MASONRY INFILL WALLS ON THE SEISMIC RESISTANCE OF RC BUILDINGS

2012 ◽  
Vol 40 (3) ◽  
pp. 701-721
Author(s):  
Waleed Abo El-Wafa Mohamed
Keyword(s):  
Parametric Study ◽  
Seismic Resistance ◽  
Rc Buildings ◽  
Infill Walls ◽  
Masonry Infill ◽  
Masonry Infill Walls

scholarly journals Performance of Infill Framed Structures During Earthquake: A State-of-the- Art Review

2020 ◽  
Vol 5 (3) ◽  
pp. 66-70
Author(s):  
Priyanka . ◽  
◽  
Shobha Ram ◽  
Alok Verma ◽  
Keyword(s):  
Rc Buildings ◽  
Reinforced Concrete Frame ◽  
Infill Walls ◽  
Framed Structures ◽  
Masonry Infill ◽  
Masonry Infill Walls ◽  
Failure Patterns ◽  
Concrete Frame ◽  
Frame Buildings ◽  
The World

Masonry infill walls are widely known to increase the lateral stiffness of the structure and for this reason, it is accepted all over the world. This paper presents a review work on the performance of infill framed structures that were damaged during several earthquakes. A study of the behavior of damaged buildings during different earthquakes in the world has been carried out. The mentioned earthquakes substantially caused damage to the RC buildings. The RC buildings were damaged primarily because of improper design and reinforcement detailing at the design phase and improper workmanship and quality control at the construction phase. The main objective of this paper is to describe and analyze the failure patterns observed in reinforced concrete frame buildings with masonry infill walls and without masonry infill walls all over the world.

Geometric characterisation of Portuguese RC buildings with masonry infill walls

2015 ◽  
Vol 20 (4) ◽  
pp. 396-411 ◽  
Author(s):  
André Furtado ◽  
Catarina Costa ◽  
António Arêde ◽  
Hugo Rodrigues
Keyword(s):  
Rc Buildings ◽  
Infill Walls ◽  
Masonry Infill ◽  
Masonry Infill Walls

scholarly journals Performance of RC Cast-in-Place Buildings During The November 26, 2019 Albania Earthquake

2021 ◽  
Author(s):  
Marko Marinković ◽  
Markel Baballëku ◽  
Brisid Isufi ◽  
Nikola Blagojević ◽  
Ivan Milićević ◽  
...  
Keyword(s):  
Structural Damage ◽  
Shear Walls ◽  
Seismic Assessment ◽  
Rc Buildings ◽  
Physical Damage ◽  
Seismic Behaviour ◽  
Infill Walls ◽  
Masonry Infill ◽  
Masonry Infill Walls

Abstract This paper documents performance of cast-in-place reinforced concrete (RC) buildings in the Durrës during Albania earthquake of 26th of November 2019 (MW 6.4). Both mid- and high-rise RC buildings were affected by the earthquake, experiencing structural and/or non-structural damage and even collapse in some cases. The authors performed a reconnaissance study after the earthquake and were involved in seismic assessment of buildings in the affected area. Besides the observations related to physical damage related to RC buildings, the paper also presents results of a statistical analysis of damaged RC buildings in the Durrës city. The discussion in the paper is focused on damage patterns and failure mechanisms that are relevant for the seismic response of RC structures. Most common damage pattern is related to masonry infill walls, which experienced damage and failure in some cases, and affected the performance of adjacent RC columns due to the infill/frame interaction. Taller RC framed buildings (10 storeys and higher) were expected to have RC shear walls; however, these walls were reportedly absent in the damaged buildings of this type. In some cases, masonry infill walls (instead of RC shear walls) were used in the elevator shaft areas, which resulted in inadequate seismic performance. Two case study buildings were presented in detail to illustrate seismic behaviour of cast-in-place RC buildings. The case study is based on field observations after the earthquake and a detailed seismic assessment study. Finally, relevant lessons and recommendations are presented in light of the observed performance of RC buildings.

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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