DECISION SUPPORT MODEL FOR SEISMIC STRENGTHENING TECHNOLOGY SELECTION OF MASONRY BUILDINGS

被引:5
|
作者
Sigmund, Zvonko [1 ]
Radujkovic, Mladen [1 ]
Lazarevic, Damir [1 ]
机构
[1] Univ Zagreb, Fac Civil Engn, Fra Andrije Kacica Miosica 26, Zagreb 10000, Croatia
来源
TEHNICKI VJESNIK-TECHNICAL GAZETTE | 2016年 / 23卷 / 03期
关键词
decision support model; existing buildings; innovative approach; masonry; seismic strengthening technology;
D O I
10.17559/TV-20151208142529
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
When the decision has been made to seismically strengthen a building, in order to mitigate possible damaging effects of an earthquake, choice of seismic strengthening is entirely left to the expert. The choice is often made without any specific analyses of the need and implementation possibilities, but depends completely on the expert's knowledge and experience. The article presents the development of the innovative approach to strengthening technique selection for existing buildings that incorporates all important elements that influence the strengthening selection process. The presented model is simple, quick, precise, allowing analytically supported decision making. Although the developed model is designed particularly for masonry buildings, decision support model for strengthening technique selection is adaptable to any building type.
引用
收藏
页码:791 / 800
页数:10
相关论文
共 50 条
  • [31] VERIFICATION OF THE SEISMIC RESISTANCE OF MASONRY BUILDINGS
    TOMAZEVIC, M
    TURNSEK, V
    PROCEEDINGS OF THE BRITISH CERAMIC SOCIETY, 1982, (30): : 360 - 369
  • [32] Seismic strengthening of clay block masonry buildings with composites: an experimental study of a full scale three-storey building model
    Petra Triller
    Miha Tomaževič
    Matija Gams
    Bulletin of Earthquake Engineering, 2019, 17 : 4049 - 4080
  • [33] Seismic retrofit cost model for Italian masonry residential buildings to support territorial-scale risk analysis
    Follador, Veronica
    Dona, Marco
    Carpanese, Pietro
    Saler, Elisa
    D'Alpaos, Chiara
    da Porto, Francesca
    INTERNATIONAL JOURNAL OF DISASTER RISK REDUCTION, 2024, 105
  • [34] Seismic strengthening of clay block masonry buildings with composites: an experimental study of a full scale three-storey building model
    Triller, Petra
    Tomazevic, Miha
    Gams, Matija
    BULLETIN OF EARTHQUAKE ENGINEERING, 2019, 17 (07) : 4049 - 4080
  • [35] A probabilistic simplified seismic model of masonry buildings based on ambient vibrations
    Spina, D.
    Acunzo, G.
    Fiorini, N.
    Mori, F.
    Dolce, M.
    BULLETIN OF EARTHQUAKE ENGINEERING, 2019, 17 (02) : 985 - 1007
  • [36] Strut-and-Tie Model for seismic design of confined masonry buildings
    Ghaisas, Kunal V.
    Basu, Dhiman
    Brzev, Svetlana
    Perez Gavilan, Juan Jose
    CONSTRUCTION AND BUILDING MATERIALS, 2017, 147 : 677 - 700
  • [37] Principal component analysis for a seismic usability model of unreinforced masonry buildings
    Zucconi, Maria
    Sorrentino, Luigi
    Feriito, Rachele
    SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2017, 96 : 64 - 75
  • [38] A NUMERICAL-MODEL FOR SEISMIC ANALYSIS OF MASONRY BUILDINGS - EXPERIMENTAL CORRELATIONS
    BENEDETTI, D
    BENZONI, GM
    EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 1984, 12 (06): : 817 - 831
  • [39] An equivalent frame model for seismic analysis of masonry and reinforced concrete buildings
    Belmouden, Y.
    Lestuzzi, P.
    CONSTRUCTION AND BUILDING MATERIALS, 2009, 23 (01) : 40 - 53
  • [40] A probabilistic simplified seismic model of masonry buildings based on ambient vibrations
    D. Spina
    G. Acunzo
    N. Fiorini
    F. Mori
    M. Dolce
    Bulletin of Earthquake Engineering, 2019, 17 : 985 - 1007