Fragility curves for free and restrained rocking masonry façades in one-sided motion. (1st June 2018)

• Record Type: Journal Article
• Authors: Giresini, Linda; Casapulla, Claudia; Denysiuk, Roman; Matos, Jose; Sassu, Mauro
• Is Part Of: Engineering structures. Volume 164(2018)
• Page Start: 195
• Page End: 213
• Publication Date: 2018-06-01
• Subjects: Rocking -- One-sided motion -- Fragility curves -- Horizontal restraints -- Masonry façades -- Intensity measures; Structural engineering -- Periodicals; Structural analysis (Engineering) -- Periodicals; Construction, Technique de la -- Périodiques; Génie parasismique -- Périodiques; Pression du vent -- Périodiques; Earthquake engineering; Structural engineering; Wind-pressure; Periodicals; 624.105
• DOI: 10.1016/j.engstruct.2018.03.003
• Languages: English
• ISSNs: 0141-0296

Abstract

Highlights: The effectiveness of restraints in rocking masonry walls is stochastically investigated. The most relevant intensity measures IMs are identified in free and restrained rocking. Fragility curves of unrestrained and restrained masonry façades are compared. Practical graphs showing the reduction of probability of exceedance are proposed. Bivariate FCs are confirmed to be more relevant than univariate FCs. Abstract: This paper deals with the need of extending results of deterministic rocking analyses to stochastic analyses on restrained masonry façades in one-sided motion. The purpose is to define the level of improvement achieved with any anti-seismic device of a given stiffness and strength, in terms of reduction of probability of exceedance of a certain limit state. The most efficient intensity measures (IMs) are identified for three masonry façades of churches in free and restrained conditions. A reliability analysis is carried out by considering over 70 earthquakes, of which 50 recorded during the recent 2016–2017 Central Italy Earthquake. Four limit states are taken into account: rocking initiation, limited rocking, moderate rocking and near-collapse condition. The yielding limit state is considered for the analysis with anti-seismic devices. Univariate and bivariate fragility curves (FCs) are compared in free and restrained configurations, to discuss the reduction of probability of exceedance depending on 15 intensity measures. The results show that the best IMs are velocity-based parameters, in particular the Fajfar Index and Peak Ground Velocity, together with Peak Ground Acceleration. In one-sided motion without restraints, the higher the compression stiffness of the sidewalls, the more unstable the wall is in probabilistic terms. Practical curves show, for each IM, the reduction of probability of exceedance obtained thanks to assumed horizontal restraints. These help to understand, in a stochastic perspective, to what extent the anti-seismic device can be beneficial or detrimental (in case of amplifications of motion) for given earthquake intensities. The comparison of univariate and bivariate FCs confirms the superiority of bivariate FCs. Indeed, often the univariate curves sensitively underestimate the probability of exceedance, especially for low-medium intensity earthquakes, and are not able to offer any information regarding the influence of other IMs.