Computational Seismic Analysis of Dry-Stack Block Masonry Wall

Irfan Khan (Department of Civil Engineering, University of Engineering and Technology, Peshawar,)
Akhtar Gul (Department of Civil Engineering, University of Engineering and Technology, Bannu Campus-III,)
Khan Shahzada (Department of Civil Engineering, University of Engineering and Technology, Peshawar,)
Nisar Ali Khan (University of Roma Tre, Department of Architecture, Via Aldo Manuzio, 00153, Rome,)
Faisal Ur Rehman (Department of Civil Engineering, University of Engineering and Technology, Peshawar,)
Qazi Samiullah (Department of Civil Engineering, University of Engineering and Technology, Peshawar,)
Muhammad Arsalan Khattak (Department of Civil Engineering, University of Engineering and Technology, Peshawar,)

Civil Engineering Journal
Vol 7, No 3 (2021): March

In this research the computational modeling of Dry-Stack Block Masonry (DSM) walls subjected to cyclic monotonic loading testing is done. The analytical results were compared with experimental test results of the unreinforced and unconfined DSM cantilever walls subjected to lateral loading along with a constant axial load. ABAQUS has been used for Finite Element Modeling and analysis of the wall. Various material properties are defined for the wall in the software and modeled as a homogeneous material. The proposed numerical models had a good correlation with the experimental data. The test results discussion includes failure moods, load displacement curves, and stress/strain profile. Doi: 10.28991/cej-2021-03091668 Full Text: PDF