Deterministic and probabilistic analyses of the 3D response of masonry buildings to imposed settlement troughs

Autor:	Settimio Ferlisi, Dario Peduto, Gilles Grandjean, Gianfranco Nicodemo, Caterina Negulescu
Rok vydání:	2019
Předmět:	masonry buildings 021110 strategic defence & security studies fragility curves Settlement (structural) business.industry Frame (networking) 0211 other engineering and technologies Probabilistic logic Geology 02 engineering and technology Building and Construction Masonry Geotechnical Engineering and Engineering Geology settlement troughs Geotechnical engineering Equivalent frame method damage Safety Risk Reliability and Quality business 021101 geological & geomatics engineering Civil and Structural Engineering
Zdroj:	Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards. 14:260-279
ISSN:	1749-9526 1749-9518
Popis:	This paper shows the results of a numerical analysis carried out using the equivalent frame method, which aimed to investigate the three-dimensional behaviour of masonry buildings with shallow foun...
Databáze:	OpenAIRE
Externí odkaz:	https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d3163a2d71ac147154cd4cf9f3e0b036 https://doi.org/10.1080/17499518.2019.1658880 Zobrazit plný text záznamu