Residential building stock in Serbia: classification and vulnerability for seismic risk studies

被引:9
作者
Blagojevic, Nikola [1 ]
Brzev, Svetlana [2 ]
Petrovic, Milica [3 ]
Borozan, Jovana [4 ]
Bulajic, Borko [5 ]
Marinkovic, Marko [6 ]
Hadzima-Nyarko, Marijana [7 ,8 ]
Kokovic, Veljko [9 ]
Stojadinovic, Bozidar [1 ]
机构
[1] Swiss Fed Inst Technol, Dept Civil Environm & Geomatic Engn, Zurich, Switzerland
[2] Univ British Columbia, Dept Civil Engn, Vancouver, BC, Canada
[3] Univ Belgrade, Fac Architecture, Dept Architectural Technol, Belgrade, Serbia
[4] Nanometr Inc, Kanata, ON, Canada
[5] Univ Novi Sad, Fac Tech Sci, Dept Civil Engn & Geodesy, Novi Sad, Serbia
[6] Univ Belgrade, Fac Civil Engn, Dept Engn Mech & Theory Struct, Belgrade, Serbia
[7] Univ Osijek, Fac Civil Engn & Architecture, Osijek, Croatia
[8] Transilvania Univ Brasov, Fac Civil Engn, Turnului 5, Brasov 500152, Romania
[9] Univ Belgrade, Fac Civil Engn, Dept Mat & Struct, Belgrade, Serbia
关键词
Residential buildings; Seismic risk assessment; Building classification; Fragility functions; EARTHQUAKE; DAMAGE;
D O I
10.1007/s10518-023-01676-0
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Regional seismic risk assessment is necessary for designing effective seismic risk mitigation measures. In general, such risk assessment studies consist of three components: hazard, vulnerability, and exposure modelling. This paper lays the foundations for regional seismic risk assessment of the residential building stock in Serbia and addresses each of the three seismic risk assessment components, either by reviewing the existing or proposing novel models. First, a review of seismic hazard models and seismic design codes used in Serbia in the past 70 years was presented. Next, an overview of Serbia's population metrics and historical development of Serbian's residential building stock was presented to provide the context for the exposure model. Furthermore, the paper proposed a novel building classification for Serbia's residential building stock, which is based on the existing building taxonomies, but it has been adapted to account for the local building characteristics. Building damage patterns reported in past earthquakes in Serbia and neighbouring countries were reviewed as a basis for damage classification pertaining to building typologies included in the proposed classification. Finally, the results of a preliminary vulnerability model were presented in the form of expert-based fragility functions derived for buildings typical of Serbia's residential building stock.
引用
收藏
页码:4315 / 4383
页数:69
相关论文
共 144 条
[1]   Seismic fragility analysis based on artificial ground motions and surrogate modeling of validated structural simulators [J].
Abbiati, Giuseppe ;
Broccardo, Marco ;
Abdallah, Imad ;
Marelli, Stefano ;
Paolacci, Fabrizio .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2021, 50 (09) :2314-2333
[2]  
Ademovic N, 2011, STRUCTURAL SEISMIC B
[3]   Influence of site effects on the seismic vulnerability of masonry and reinforced concrete buildings in Tuzla (Bosnia and Herzegovina) [J].
Ademovic, Naida ;
Hadzima-Nyarko, Marijana ;
Zagora, Nermina .
BULLETIN OF EARTHQUAKE ENGINEERING, 2022, 20 (05) :2643-2681
[4]   Seismic Evaluation and Strengthening of an Existing Masonry Building in Sarajevo, B&H [J].
Ademovic, Naida ;
Oliveira, Daniel, V ;
Lourenco, Paulo B. .
BUILDINGS, 2019, 9 (02)
[5]   Pushover analysis and failure pattern of a typical masonry residential building in Bosnia and Herzegovina [J].
Ademovic, Naida ;
Hrasnica, Mustafa ;
Oliveira, Daniel V. .
ENGINEERING STRUCTURES, 2013, 50 :13-29
[6]  
Anagnostopoulos SA, 2004, POSTEARTHQUAKE DAMAG
[7]  
Anicic D., 1990, Zemljotresno inzenjerstvo - visokogradnja, Gradevinska kjniga
[8]  
Anicic D, 1979, RECONNAISSANCE REPOR
[9]  
Anicic D, 1992, FORECAST DAMAGE HOUS
[10]  
[Anonymous], 2004, EUROCODE 8 DESIGN ST