Horizontal bending of unreinforced clay brick masonry

Abstract: The role of masonry infills in the seismic behavior of reinforced concrete buildings has been widely studied in terms of their strength and stiffness contribution in the in‐plane (IP) direction, while fewer studies have been carried out on their response and modeling in the out‐of‐plane (OOP) direction. In this paper, the state of the art in code and literature provisions regarding infills' OOP capacity and seismic demand is presented, together with a review of the experimental tests that have been carried out to investigate infills' OOP behavior and the effects of IP‐OOP interaction. This review aims to collect an experimental database that is used to evaluate the effectiveness of literature and code provisions and to propose a semiempirical approach both for predicting infills' OOP strength, stiffness, and displacement capacity and for modeling the effects of IP displacement demand on OOP behavior and vice versa. Then, the state of the art on modeling of infills' OOP behavior and IP‐OOP interaction is presented together with a new macro model based on the proposed formulations and conceived to represent the IP and OOP behavior by taking into account the mutual interaction effects. Finally, the proposed model is used for an example application on two case‐study buildings, showing the effects of taking into account or neglecting the IP‐OOP interaction phenomena.

TL;DR: In this article, the authors highlighted the need for improvements in our understanding of how URM buildings behave under earthquake loading and corresponding improvements in the earthquake design procedures for URM construction, and the out-of-plane response of walls is a key aspect of the seismic response of URM building.

TL;DR: In this paper, the authors consider the impact of in-plane and out-of-plane forces on the response of masonry walls to seismic loads applied normal to their plane.