A Model for In-Plane Capacity of Multi-Leaf Stone Masonry Walls

Abstract

Masonry walls with distinct layers, known as multi-leaf masonry walls, are prevalent in many regions of the world including ancient architecture in Europe and new construction in the Himalayan region of South Asia. This paper presents a model for determining the capacity of multi-leaf stone masonry wall from its physical and mechanical parameters. For the study, a “Standard Wall” with typical properties of a multi-leaf stone masonry wall is defined and the capacity of the stone masonry wall is studied varying different physical and mechanical parameters of the wall to explore an analytical model that can represent the capacity of multi-leaf stone masonry. 300 models of multi-leaf stone masonry panels are analysed in ANSYS, and the capacity and displacement parameters are extracted by bilinearization of the pushover curve. As a result, a mathematical model between the capacity of a multi-leaf stone masonry wall and physical and mechanical properties is established.

Comparative assessment of finite element macro-modelling approaches for seismic analysis of non-engineered masonry constructions

“…materials such as concrete and masonry (see e.g. : Hawileh et al 2010;Gisbert et al 2018;Shrestha and Bhandari 2020).…”