Fragility curves for old masonry building types in Lisbon

被引:48
|
作者
Simoes, Ana [1 ]
Milosevic, Jelena [1 ]
Meireles, Helena [1 ]
Bento, Rita [1 ]
Cattari, Serena [2 ]
Lagomarsino, Sergio [2 ]
机构
[1] Univ Lisbon, Inst Super Tecn, DECivil, ICIST,CERIS, P-1699 Lisbon, Portugal
[2] Univ Genoa, Dept Civil Environm & Chem Engn DICCA, Genoa, Italy
关键词
Masonry buildings; Performance-based assessment; Non-linear static (pushover) analysis; Fragility curves; PERFORMANCE-BASED ASSESSMENT; SEISMIC PERFORMANCE; MODEL; VULNERABILITY;
D O I
10.1007/s10518-015-9750-1
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Improving the seismic resistance of traditional buildings is essential for preserving cultural heritage and increasing their safety. This is especially important for old masonry buildings in Lisbon ("Pombalino", "Gaioleiro" and "Placa"), which are still used for housing and services. Taking this into account, this paper is focused on the seismic assessment of these three types of buildings. The buildings were modelled based on the equivalent frame model approach, their dynamic characteristics were determined and non-linear static (pushover) analyses were performed. Furthermore, for the seismic demand of Lisbon, the seismic performance of such building classes was defined and compared. Finally, with the aim of supporting seismic risk and loss estimation studies, a probabilistic assessment was carried out and the fragility curves for each building type derived.
引用
收藏
页码:3083 / 3105
页数:23
相关论文
共 50 条
  • [1] Fragility curves for old masonry building types in Lisbon
    Ana Simões
    Jelena Milošević
    Helena Meireles
    Rita Bento
    Serena Cattari
    Sergio Lagomarsino
    Bulletin of Earthquake Engineering, 2015, 13 : 3083 - 3105
  • [2] Analytical fragility curves for masonry school building portfolios in Nepal
    Giordano, Nicola
    De Luca, Flavia
    Sextos, Anastasios
    BULLETIN OF EARTHQUAKE ENGINEERING, 2021, 19 (02) : 1121 - 1150
  • [3] Analytical fragility curves proposal for Tuscan masonry building typologies
    Lazzerini, Giacomo
    Menichini, Giovanni
    Del Monte, Emanuele
    Orlando, Maurizio
    Vignoli, Andrea
    XIX ANIDIS CONFERENCE, SEISMIC ENGINEERING IN ITALY, 2023, 44 : 163 - 170
  • [4] Definition of fragility curves through nonlinear static analyses: procedure and application to a mixed masonry-RC building stock
    Milosevic, Jelena
    Cattari, Serena
    Bento, Rita
    BULLETIN OF EARTHQUAKE ENGINEERING, 2020, 18 (02) : 513 - 545
  • [5] Seismic performance and fragility curves of historical residential buildings in Lisbon downtown affected by settlements
    Couto, Rita
    Bento, Rita
    Gomes, Rui Carrilho
    BULLETIN OF EARTHQUAKE ENGINEERING, 2020, 18 (11) : 5281 - 5307
  • [6] Seismic assessment of nineteenth and twentieth centuries URM buildings in Lisbon: structural features and derivation of fragility curves
    Simoes, A. G.
    Bento, R.
    Lagomarsino, S.
    Cattari, S.
    Lourenco, P. B.
    BULLETIN OF EARTHQUAKE ENGINEERING, 2020, 18 (02) : 645 - 672
  • [7] Fragility curves of masonry buildings in aggregate accounting for local mechanisms and site effects
    Angiolilli, Michele
    Brunelli, Andrea
    Cattari, Serena
    BULLETIN OF EARTHQUAKE ENGINEERING, 2023, 21 (05) : 2877 - 2919
  • [8] Empirical fragility curves for masonry buildings struck by the 2016 Central Italy earthquake
    Saretta, Ylenia
    Sbrogio, Luca
    Valluzzi, Maria Rosa
    XIX ANIDIS CONFERENCE, SEISMIC ENGINEERING IN ITALY, 2023, 44 : 59 - 66
  • [9] Development of mechanics-based fragility curves for the Italian masonry school asset
    Saler, Elisa
    Follador, Veronica
    Carpanese, Pietro
    Dona, Marco
    da Porto, Francesca
    EARTHQUAKE SPECTRA, 2024, 40 (03) : 1905 - 1932
  • [10] Fragility curves for reinforced concrete frames with retrofitted masonry infills
    Blasi, Gianni
    Perrone, Daniele
    Aiello, Maria Antonietta
    JOURNAL OF BUILDING ENGINEERING, 2023, 75