Pushover Analysis for Seismic Evaluation of Masonry Wall

Sharma, Amit; Khare, Rakesh Kumar

doi:10.18178/ijscer.5.3.235-240

Cited by 2 publications

(2 citation statements)

References 16 publications

Supporting

Mentioning

Contrasting

Order By: Relevance

“…Furthermore, Sharma and Khare [6] evaluated the seismic performance of URM walls under seismic load. They executed a non-linear static analysis using SAP2000 and a homogenous modeling approach.…”

Section: Introductionmentioning

confidence: 99%

Numerical Solution for Masonry Wall Using General Static Step with ABAQUS/Standard

Falih,

Dakhi,

Saleh

2023

MMEP

View full text Add to dashboard Cite

Masonry construction, an archaic and versatile building technique, entails the assembly of varied or homogeneous components (including brick, concrete block, stone, etc.) bound by cohesive agents such as mortar. The purpose of this study was to authenticate the validity of an ABAQUS-based solution corresponding to the experimental model of masonry shear walls tested by Raijmakers and Vermeltfoort under in-plane loading, thereby substantiating a developed Finite Element (FE) model. Utilizing a general nonlinear static procedure, the ABAQUS finite element software was employed for scrutinizing a continuous (990×1000) mm brick wall, absent of any openings. Analysis of the unreinforced masonry (URM) wall, facilitated by the ABAQUS software, yielded results that closely mirrored those of the experimental model. This comparison serves to underscore the implications of the current modeling approach and the proposed wall properties on its response, thereby fostering an enhanced comprehension of the global in-plane behavior of unreinforced brick masonry walls.

show abstract

Section: Introductionmentioning

confidence: 99%

Numerical Solution for Masonry Wall Using General Static Step with ABAQUS/Standard

Falih,

Dakhi,

Saleh

2023

MMEP

View full text Add to dashboard Cite

show abstract

“…Today, such structures are widely used in rural areas because they are economical and accommodate themselves according to the current environmental conditions (Sharma & Khare, 2016;Usta et al, 2017).…”

Section: Introductionmentioning

confidence: 99%

Seismic Behavior Evaluation of URM Building in Rural Area

Zengin¹

2021

European Journal of Science and Technology

View full text Add to dashboard Cite

Approximately 30% of Turkey's population lives in rural areas and they are seated in structures, which called unreinforced masonry building (URM). These types of buildings consist of mudbrick structures with wooden carcasses, masonry-adobe structures with wooden supports, and brick and briquette masonry structures supported by reinforced concrete lintels. The construction of masonry structures is easy and low cost because of the easy availability of building materials such as brick and masonry, so it is frequently preferred. However, these buildings, especially poorly constructed masonry buildings in many respects, have performed very badly in recent earthquakes, causing loss of life and property. For this reason, it was once again seen that the demand for the improvement or strengthening of these structures is very important in terms of saving life and property, and that seismic research and evaluation are necessary for this purpose. In this study, the earthquake behavior of the brick masonry structure with a flexible diaphragm is evaluated using SAP2000 Finite element program. Two types of masonry buildings were modelled which are plain and bond beams. Displacement, Base shear, and Stress data The analysis results are obtained and compared for two models.

show abstract

Pushover Analysis for Seismic Evaluation of Masonry Wall

Cited by 2 publications

References 16 publications

Numerical Solution for Masonry Wall Using General Static Step with ABAQUS/Standard

Numerical Solution for Masonry Wall Using General Static Step with ABAQUS/Standard

Seismic Behavior Evaluation of URM Building in Rural Area

Contact Info

Product

Resources

About