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Seismic vulnerability and risk analysis of the old building stock at urban scale: application to a neighbourhood in Lisbon

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In this article, the authors deal with the seismic vulnerability assessment and risk analysis of the old building stock, with application to a neighbourhood in Lisbon, including three frequent building typologies in Portugal, i.e. stone masonry, placa and RC buildings.
Abstract
The old buildings represent an important fraction of the urban fabric of the cities, which have implicit societal issues, like safety. This work deals with the seismic vulnerability assessment and risk analysis of the old building stock, with application to a neighbourhood in Lisbon. The studied neighbourhood includes three frequent building typologies in Portugal, i.e. stone masonry, “Placa” and RC buildings. Reference buildings for each typology were numerically modelled using the equivalent frame method. Pushover analysis was then performed to derive the vulnerability characteristics of the reference buildings and more general building classes, i.e. capacity and fragility curves, in order to assess the seismic vulnerability of the buildings and perform a seismic risk analysis. This last analysis was performed to estimate the building damages and the economic and life losses for different earthquake scenarios. Most of the studied buildings are found to be unsafe to the considered seismic actions and will suffer severe damages with associated large losses.

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Journal ArticleDOI

Energy performance of existing residential buildings in Europe: A novel approach combining energy with seismic retrofitting

TL;DR: In this article, a combined energy and seismic retrofitting is investigated across twenty European cities with varied seismic hazard levels and different climatic conditions, and it is found that a combined retrofitting scheme will reduce substantially the payback periods in moderate to high seismicity regions.
Journal ArticleDOI

Comparative fragility methods for seismic assessment of masonry buildings located in Muccia (Italy)

TL;DR: In this paper, a case study of an isolated masonry building, damaged after the seismic sequences, has been selected as a case case study, and empirical fragility curves are presented according to Guagenti & Petrini's correlation law.
Journal ArticleDOI

Damage classification of residential buildings in historical downtown after the ML5.5 earthquake in Zagreb, Croatia in 2020

TL;DR: In this article, the authors focused on post-earthquake assessment, damage classification, and failure patterns of residential buildings in Zagreb's old historical town, where masonry structures prevail.
Journal ArticleDOI

State of the art of simplified analytical methods for seismic vulnerability assessment of unreinforced masonry buildings

TL;DR: In this article, the HYPERION project has received funding from the European Union's Framework Programme for Research and Innovation (Horizon 2020) under grant agreement No 821054.
Journal ArticleDOI

Multiscale seismic vulnerability assessment and retrofit of existing masonry buildings

TL;DR: In this paper, the authors present a comprehensive review of the most relevant vulnerability assessment methods applicable at different scales, as well as the most significant traditional and innovative seismic retrofitting solutions for existing masonry buildings.
References
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Designer's guide to EN 1998-1 and en 1998-5 Eurocode 8: Design of structures for earthquake resistance; general rules, seismic actions, design rules for buildings, foundations and retaining structures/ M.Fardis[et al.]

M. Fardis
TL;DR: In this article, the authors present a set of structural and structural design rules for concrete and steel-concrete buildings with respect to the effects of seismic action on fixed base and isolated base.
Journal ArticleDOI

A Nonlinear Analysis Method for Performance‐Based Seismic Design

TL;DR: In this article, a relatively simple nonlinear method for the seismic analysis of structures (the N2 method) is presented, which combines the pushover analysis of a multi-degree-of-freedom (MDOF) model with the response spectrum analysis of an equivalent single degree-offreedom (SDOF) system.
Journal ArticleDOI

Macroseismic and mechanical models for the vulnerability and damage assessment of current buildings

TL;DR: In this article, the authors developed both vulnerability and capacity curves with reference to an assumed typological classification system; moreover, their cross-validation is presented in the paper and the parameters of the two methods and the steps for their operative implementation are provided.
Journal ArticleDOI

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

TL;DR: In this paper, the authors present the solutions adopted for the implementation of the equivalent frame model in the TREMURI program for the nonlinear seismic analysis of masonry buildings, which is also expressly recommended in several national and international codes.
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