scholarly journals CONSTRUCTION PHASES ANALYSIS OF UNREINFORCED MASONRY BUILDINGS THROUGH EQUIVALENT FRAME MODEL

2016 ◽  
Author(s):  
Francesco Pugi ◽  
Alessio Francioso ◽  
Giacomo Sevieri
Keyword(s):  
Unreinforced Masonry ◽  
Masonry Buildings ◽  
Frame Model ◽  
Equivalent Frame

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

2017 ◽  
Vol 10 ◽  
pp. 166-182 ◽  
Author(s):  
E. Quagliarini ◽  
G. Maracchini ◽  
F. Clementi
Keyword(s):  
Seismic Risk ◽  
Unreinforced Masonry ◽  
Masonry Buildings ◽  
Frame Model ◽  
Equivalent Frame

Spandrel panels in masonry buildings: Effectiveness of the diagonal strut model within the equivalent frame model

Structures ◽  
2020 ◽  
Vol 27 ◽  
pp. 879-893 ◽  
Author(s):  
Antonio Sandoli ◽  
Christian Musella ◽  
Gian Piero Lignola ◽  
Bruno Calderoni ◽  
Andrea Prota
Keyword(s):  
Masonry Buildings ◽  
Frame Model ◽  
Equivalent Frame

scholarly journals Numerical Simulation of Unreinforced Masonry Buildings with Timber Diaphragms

Buildings ◽  
2021 ◽  
Vol 11 (5) ◽  
pp. 205
Author(s):  
Igor Tomić ◽  
Francesco Vanin ◽  
Ivana Božulić ◽  
Katrin Beyer
Keyword(s):  
Failure Modes ◽  
Unreinforced Masonry ◽  
Masonry Walls ◽  
Masonry Buildings ◽  
Seismic Behaviour ◽  
Plane Failure ◽  
Friction Resistance ◽  
Flexible Diaphragms ◽  
Out Of Plane ◽  
Equivalent Frame

Though flexible diaphragms play a role in the seismic behaviour of unreinforced masonry buildings, the effect of the connections between floors and walls is rarely discussed or explicitly modelled when simulating the response of such buildings. These flexible diaphragms are most commonly timber floors made of planks and beams, which are supported on recesses in the masonry walls and can slide when the friction resistance is reached. Using equivalent frame models, we capture the effects of both the diaphragm stiffness and the finite strength of wall-to-diaphragm connections on the seismic behaviour of unreinforced masonry buildings. To do this, we use a newly developed macro-element able to simulate both in-plane and out-of-plane behaviour of the masonry walls and non-linear springs to simulate wall-to-wall and wall-to-diaphragm connections. As an unretrofitted case study, we model a building on a shake table, which developed large in-plane and out-of-plane displacements. We then simulate three retrofit interventions: Retrofitted diaphragms, connections, and diaphragms and connections. We show that strengthening the diaphragm alone is ineffective when the friction capacity of the wall-to-diaphragm connection is exceeded. This also means that modelling an unstrengthened wall-to-diaphragm connection as having infinite stiffness and strength leads to unrealistic box-type behaviour. This is particularly important if the equivalent frame model should capture both global in-plane and local out-of-plane failure modes.

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

2013 ◽  
Vol 56 ◽  
pp. 1787-1799 ◽  
Author(s):  
Sergio Lagomarsino ◽  
Andrea Penna ◽  
Alessandro Galasco ◽  
Serena Cattari
Keyword(s):  
Seismic Analysis ◽  
Masonry Buildings ◽  
Frame Model ◽  
Equivalent Frame

Bi‐directional collapse fragility assessment by DFEM of unreinforced masonry buildings with openings and different confinement configurations

2021 ◽  
Author(s):  
Trissa Deb ◽  
Terry Y. P. Yuen ◽  
Dongkeun Lee ◽  
Rudhra Halder ◽  
Young‐Chan You
Keyword(s):  
Unreinforced Masonry ◽  
Masonry Buildings

scholarly journals In-situ seismic verification of non-structural components of unreinforced masonry buildings

2017 ◽  
Vol 19 (1) ◽  
pp. 44-58 ◽  
Author(s):  
Hossein Derakhshan ◽  
Wade D. Lucas ◽  
Michael C. Griffith
Keyword(s):  
Unreinforced Masonry ◽  
Masonry Buildings ◽  
Structural Components

Automatic detection of unreinforced masonry buildings from street view images using deep learning-based image segmentation

2021 ◽  
Vol 132 ◽  
pp. 103968
Author(s):  
Chaofeng Wang ◽  
Sarah Elizabeth Antos ◽  
Luis Miguel Triveno
Keyword(s):  
Image Segmentation ◽  
Deep Learning ◽  
Automatic Detection ◽  
Unreinforced Masonry ◽  
Masonry Buildings ◽  
Street View
Sign in / Sign up

Export Citation Format

Share Document