Seismic performance of RC precast industrial buildingslearning with the past earthquakes

被引:34
作者
Batalha, Nadia [1 ,2 ]
Rodrigues, Hugo [3 ]
Varum, Humberto [1 ]
机构
[1] Polytech Inst Leiria, Sch Technol & Management, Leiria, Portugal
[2] Univ Porto, Fac Engn, Dept Civil Engn, CONSTRUCT LESE, Porto, Portugal
[3] Polytech Inst Leiria, Sch Technol & Management, RISCO, Leiria, Portugal
关键词
RC precast structures; Industrial buildings; Seismic vulnerability; Recent earthquakes; CONCRETE STRUCTURES; FRAGILITY; DAMAGE; FAILURE; TESTS;
D O I
10.1007/s41062-018-0191-y
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Precast reinforced concrete (RC) industrial buildings have exposed their vulnerability on recent earthquakes, highlighting structural and non-structural damages most related to deficient transferring of horizontal forces namely in connections between elements. Several studies have been carried out on the evaluation of seismic vulnerability of RC structures, motivated mainly by the need of protecting the existent building stock and human lives. However, the same concern is also relative to the industrial building stock, where precast reinforced concrete building is one of the main structural systems. The collapse of such type of structures can result in important losses of human lives and lead to also large economic impact on society. Severe damages can limit its reparability after earthquake events, which result in its demolition and reconstruction. It was this context of damages that emphasized the need for risk assessment to estimate potential damage for future earthquakes. Thus, the main objective of the present paper is to review and identify the main sources that can increase the vulnerability of this typology of buildings to allow the proper seismic assessment of existing precast industrial buildings and solve the inefficient structural and non-structural problems with innovative techniques for its retrofitting.
引用
收藏
页数:13
相关论文
共 52 条
[1]  
[Anonymous], 2016, 16681 EN
[2]   What is to be learned from damage and failure of reinforced concrete structures during recent earthquakes in Turkey? [J].
Arslan, M. H. ;
Korkmaz, H. H. .
ENGINEERING FAILURE ANALYSIS, 2007, 14 (01) :1-22
[3]   Construction Failures and Innovative Retrofitting [J].
Augenti, Nicola ;
Nanni, Antonio ;
Parisi, Fulvio .
BUILDINGS, 2013, 3 (01) :100-121
[4]   Seismic fragility functions of industrial precast building classes [J].
Babic, Anze ;
Dolsek, Matjaz .
ENGINEERING STRUCTURES, 2016, 118 :357-370
[5]  
Belled A, 2014, J ECON GEOGR, P1
[6]   Seismic Performance of Precast Industrial Facilities Following Major Earthquakes in the Italian Territory [J].
Belleri, A. ;
Brunesi, E. ;
Nascimbene, R. ;
Pagani, M. ;
Riva, P. .
JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES, 2015, 29 (05)
[7]  
Bournas D., 2012, P 15 WORLD C EARTHQ, P10
[8]   Performance of industrial buildings during the Emilia earthquakes in Northern Italy and recommendations for their strengthening [J].
Bournas, Dionysios A. ;
Negro, Paolo ;
Taucer, Fabio F. .
BULLETIN OF EARTHQUAKE ENGINEERING, 2014, 12 (05) :2383-2404
[9]   Pseudodynamic tests on a full-scale 3-storey precast concrete building: Behavior of the mechanical connections and floor diaphragms [J].
Bournas, Dionysios A. ;
Negro, Paolo ;
Molina, Francisco J. .
ENGINEERING STRUCTURES, 2013, 57 :609-627
[10]  
Cammarata M, 2012, MECC MAT STRUT, V3, P61