Modeling strategies for the computational analysis of unreinforced masonry structures: review and classification

AM D'altri, V Sarhosis, G Milani, J Rots… - … methods in engineering, 2020 - Springer
Masonry structures, although classically suitable to withstand gravitational loads, are
sensibly vulnerable if subjected to extraordinary actions such as earthquakes, exhibiting …

Uses and limits of the Equivalent Frame Model on existing unreinforced masonry buildings for assessing their seismic risk: A review

E Quagliarini, G Maracchini, F Clementi - Journal of Building Engineering, 2017 - Elsevier
Since the late 1970s, nonlinear static analysis have had an increasing use in the seismic
assessment of existing unreinforced masonry (URM) buildings. Different modelling …

TREMURI program: an equivalent frame model for the nonlinear seismic analysis of masonry buildings

S Lagomarsino, A Penna, A Galasco, S Cattari - Engineering structures, 2013 - Elsevier
The seismic analysis of masonry buildings requires reliable nonlinear models as effective
tools for both design of new buildings and assessment and retrofitting of existing ones …

Nonlinear modeling of the seismic response of masonry structures: critical review and open issues towards engineering practice

S Cattari, B Calderoni, I Caliò, G Camata… - Bulletin of Earthquake …, 2022 - Springer
This paper provides a comphrensive review of the critical aspects of nonlinear modeling for
evaluating the seismic response of masonry structures, emphasizing the issues relevant to …

Seismic fragility assessment of existing masonry buildings in aggregate

M Angiolilli, S Lagomarsino, S Cattari… - Engineering Structures, 2021 - Elsevier
The paper describes the derivation of fragility curves useful for the seismic risk analyses of
existing unreinforced masonry buildings inserted in aggregate. The L-shaped examined …

Learning from construction failures due to the 2009 L'Aquila, Italy, earthquake

N Augenti, F Parisi - Journal of Performance of Constructed Facilities, 2010 - ascelibrary.org
An earthquake sequence struck the province of L'Aquila (central Italy) leaving 305 dead,
about 1,500 injured, and 29,000 homeless. Hundreds of low-intensity events occurred …

Pushover analysis of unreinforced irregular masonry buildings: Lessons from different modeling approaches

A Aşıkoğlu, G Vasconcelos, PB Lourenço, B Pantò - Engineering Structures, 2020 - Elsevier
The present paper addresses the seismic performance of a half-scale two-story unreinforced
masonry (URM) building with structural irregularity in plan and in elevation. The main …

Literature review of the in-plane behavior of masonry walls: Theoretical vs. experimental results

T Celano, LU Argiento, F Ceroni, C Casapulla - Materials, 2021 - mdpi.com
In-plane strength of masonry walls is affected by the resistant mechanisms activated in the
walls, ie, related to flexural or shear behavior. The latter one can occur in the walls …

The use of the diagonal compression test to identify the shear mechanical parameters of masonry

C Calderini, S Cattari, S Lagomarsino - Construction and building materials, 2010 - Elsevier
In this paper, the mechanical meaning, the experimental evaluation and the proper use of
the mechanical parameters, which the most diffused simplified models for the prediction for …

Vector-valued fragility functions for seismic risk evaluation

P Gehl, DM Seyedi, J Douglas - Bulletin of Earthquake Engineering, 2013 - Springer
This article presents a method for the development of vector-valued fragility functions, which
are a function of more than one intensity measure (IM, also known as ground-motion …