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 …

Operational modal analysis and FE model updating of the Metropolitan Cathedral of Santiago, Chile

W Torres, JL Almazán, C Sandoval, R Boroschek - Engineering Structures, 2017 - Elsevier
Abstract Heritage buildings in Latin American countries possess high architectural value.
Studying these constructions under extreme loads, particularly earthquakes, requires …

Specific structural mechanics that underpinned the construction of Venice and dictated Venetian architecture

P Foraboschi - Engineering Failure Analysis, 2017 - Elsevier
This paper demonstrates that Venetian architecture was the result of specifically conceived
structural mechanics, novel failure analysis, and specially devised construction techniques …

Non-linear modeling of masonry churches through a discrete macro-element approach

B Pantò, L Giresini, M Sassu, I Caliò - Earthquakes and Structures, 2017 - koreascience.kr
Seismic assessment and rehabilitation of Monumental Buildings constitute an important
issue in many regions around the world to preserve cultural heritage. On the contrary, many …

Dynamic characterisation and seismic assessment of medieval masonry towers

M Ferraioli, L Miccoli, D Abruzzese, A Mandara - Natural Hazards, 2017 - Springer
The paper investigates the dynamic characterisation, the numerical model tuning and the
seismic risk assessment of two monumental masonry towers located in Italy: the Capua …

Simulation of shake table tests on out-of-plane masonry buildings. Part (VI): discrete element approach

F Cannizzaro, PB Lourenço - International Journal of Architectural …, 2017 - Taylor & Francis
Although many experimental tests and numerical models are available in the literature, the
numerical simulation of the seismic response of existing masonry buildings is still a …

Experimental characterization of the mechanical behaviour of components and materials of stone masonry railway bridges

A Arede, C Costa, AT Gomes, JE Menezes… - … and Building Materials, 2017 - Elsevier
This article focuses on the experimental characterization of constituent materials of stone
masonry railway bridges. The study refers to two railway bridges, an overpass in Durrães …

Structural characterization and seismic performance of San Francisco church, the most ancient monument in Santiago, Chile

N Jorquera, G Misseri, N Palazzi, L Rovero… - International Journal …, 2017 - Taylor & Francis
ABSTRACT The Church of San Francisco is the oldest religious building in use in Chile and
an iconic and historical heritage landmark of the capital Santiago. The church, the result of …

Vulnerability analysis of built cultural heritage: a multidisciplinary approach for studying the Palladio's Tempietto Barbaro

L Berto, A Doria, P Faccio, A Saetta… - International Journal of …, 2017 - Taylor & Francis
Vulnerability analysis and assessment of built cultural heritage requires a multidisciplinary
approach for effectively dealing with both the “knowledge path,” which represents the first …

Hybrid parallel approach to homogenization of transport processes in masonry

T Krejčí, J Kruis, M Šejnoha, T Koudelka - Advances in Engineering …, 2017 - Elsevier
Numerical simulations of transport processes, eg, heat and moisture transport, in
heterogeneous masonry structures performed on single processor computers are very time …