Seismic vulnerability assessment using the macroseismic method proposed in the framework of Risk-UE project based on the recommendations of the Algerian seismic code RPA99/Version 2003

Taibi, Hadi; Youcef, M.; Khellafi, Mourad

doi:10.1007/s42107-019-00190-6

Cited by 5 publications

(2 citation statements)

References 21 publications

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“…The VIM_P methodology is a derivation of the VIM that allows determining seismic risk scenarios. The VIM methodology is related to valuable and extensive work developed in the last 25 years in different countries with emphasis on some European countries as Italy, Spain, Greece, among many others (see for instance Vacareanu et al, 2004;Faccioli et al, 2004;Giovinazzi, 2005;Lagomarsino and Giovinazzi, 2006;Barbat et al, 2006;Dolce et al, 2006;Bernardini, 2007a, b;Barbat et al, 2009;Vicente et al, 2011;Neves et al, 2012;Ferreira et al, 2013Ferreira et al, , 2017aAthmani et al 2015;Basset-Salom 2015, 2020;Ruiz et al 2015;Cherif et al 2016;Lestuzzi et al 2016;Maio et al, 2016;Apostol et al, 2019;Giuliani et al, 2019;Ortega et al, 2019;Ademović et al 2020;Basset-Salom and Guardiola-Víllora, 2020;Kassem et al, 2020;Romis et al, 2020;Taibi et al, 2020). Recently, Aguilar-Meléndez et al (2019a) highlighted that the seismic risk results obtained according to the VIM_P agree with the results determined through the application of the VIM.…”

Section: The Vim_p Versus the Capacity Spectrum-based Methods To Asse...mentioning

confidence: 99%

Comparative analysis of a new assessment of the seismic risk of residential buildings of two districts of Barcelona

et al. 2021

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There are personal and institutional decisions that can increase the seismic resilience of the buildings in a city. However, some of these decisions are possible if we have basic knowledge of buildings' seismic risk. The present document describes the main results of a detailed study of seismic vulnerability and seismic risk of residential buildings of Ciutat Vella (the ancient district of Barcelona) and Nou Barris (one of the newest districts of Barcelona). In this study, we assessed seismic risk according to the Vulnerability Index Method-Probabilistic named as VIM_P. Moreover, we analyzed the influence of basic buildings' features in the final vulnerability and seismic risk values. For instance, we assessed the seismic vulnerability and the seismic risk of groups of buildings defined according to the number of stories of the buildings. Findings of this research reveal that the annual frequency of exceedance of the collapse damage state in Ciutat Vella buildings is, on average, 4.7 times higher than for the buildings in Nou Barris. Moreover, according to the Best vulnerability curve, 70.31% and 2.81% of Ciutat Vella and Nou Barris buildings, respectively, have an annual frequency of exceedance of the collapse damage state greater than 1x10 -5 .

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Section: The Vim_p Versus the Capacity Spectrum-based Methods To Asse...mentioning

confidence: 99%

Comparative analysis of a new assessment of the seismic risk of residential buildings of two districts of Barcelona

et al. 2021

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“…This methodology was applied to the Example district in Barcelona (Spain). It is a feasible methodology for the assessment of the vulnerability of buildings on a global scale and has been implemented in various European and non-European countries (Ademović et al, 2020), (Ademovic et al, 2022), (Formisano et al, 2017), (Cherif et al, 2019), (Chieffo and Formisano, 2019), (Taibi et al, 2019), (Brando et al, 2017).…”

Section: Introductionmentioning

confidence: 99%

An overview on seismic analysis of masonry building aggregates

Formisano

Ademović

2022

Front. Built Environ.

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Conservation of historical centres is a pressing need for Mediterranean countries, that are characterized by masonry aggregates representing the most typical construction type within cities. Masonry clustered buildings were usually designed without seismic design criteria. Moreover, the current seismic standard codes do not foresee a clear calculation method to predict their non-linear behaviour. For this reason, in this paper, a wide overview on the seismic response of masonry aggregates has been done considering analysis at different levels, from simplified large-scale evaluations to sophisticated non-linear analyses. In the former investigation kind, a vulnerability form appropriately conceived for clustered buildings has been applied to different historical centres with the aim to perform risk analysis considering both empirical approaches and real data deriving from occurred past earthquakes. In the second evaluation type, the macro-elements analysis method has been examined with reference to typical clustered buildings of the Italian territory. In particular, global assessments, performed using the 3Muri non-linear analysis program, have been performed with the final goal to derive fragility curves of structural units of masonry aggregates considering their plan position in the clustered building (end of row, internal, and corner).

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Influence of site effects on the seismic vulnerability of masonry and reinforced concrete buildings in Tuzla (Bosnia and Herzegovina)

Ademović

Hadzima-Nyarko

Zagora

2022

Bull Earthquake Eng

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Seismic vulnerability assessment using the macroseismic method proposed in the framework of Risk-UE project based on the recommendations of the Algerian seismic code RPA99/Version 2003

Cited by 5 publications

References 21 publications

Comparative analysis of a new assessment of the seismic risk of residential buildings of two districts of Barcelona

Comparative analysis of a new assessment of the seismic risk of residential buildings of two districts of Barcelona

An overview on seismic analysis of masonry building aggregates

Influence of site effects on the seismic vulnerability of masonry and reinforced concrete buildings in Tuzla (Bosnia and Herzegovina)

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