Seismic performance of RC precast industrial buildingslearning with the past earthquakes

被引:31
|
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 50 条
  • [21] Experimental and Numerical Investigation of a Dissipative Connection for the Seismic Retrofit of Precast RC Industrial Sheds
    Quaglini, Virginio
    Pettorruso, Carlo
    Bruschi, Eleonora
    Mari, Luca
    GEOSCIENCES, 2022, 12 (01)
  • [22] Vulnerability analysis of industrial RC precast buildings designed according to modern seismic codes
    Ercolino, Marianna
    Bellotti, Davide
    Magliulo, Gennaro
    Nascimbene, Roberto
    ENGINEERING STRUCTURES, 2018, 158 : 67 - 78
  • [23] Seismic performance of RC school buildings after 2011 Van earthquakes
    Resat Oyguc
    Bulletin of Earthquake Engineering, 2016, 14 : 821 - 847
  • [24] Seismic performance of RC school buildings after 2011 Van earthquakes
    Oyguc, Resat
    BULLETIN OF EARTHQUAKE ENGINEERING, 2016, 14 (03) : 821 - 847
  • [25] Research on seismic performance of a novel fully precast RC frame isolation structure
    Zhang, Ruijun
    Guo, Tong
    Qiu, Wenhua
    Wu, Yifeng
    Li, Aiqun
    Yang, Tony
    STRUCTURES, 2024, 59
  • [26] Study on seismic performance of precast fabricated RC shear wall with opening filling
    Zhai, Ximei
    Zhang, Xiansong
    Cao, Can
    Hu, Wenbo
    CONSTRUCTION AND BUILDING MATERIALS, 2019, 214 : 539 - 556
  • [27] Seismic performance of precast RC column to steel beam connections with variable joint configurations
    Khaloo, Alireza
    Doost, Rooholah Bakhtiari
    ENGINEERING STRUCTURES, 2018, 160 : 408 - 418
  • [28] Seismic Performance Assessments of RC Frame Structures Strengthened by External Precast Wall Panel
    Choi, Seung-Ho
    Hwang, Jin-Ha
    Han, Sun-Jin
    Joo, Hyo-Eun
    Yun, Hyun-Do
    Kim, Kang Su
    APPLIED SCIENCES-BASEL, 2020, 10 (05):
  • [29] Experimental study on seismic performance of precast damping wall-RC frame structure
    Deng X.
    Zhang C.
    Cao J.
    Long J.
    Zhou Y.
    1600, Science Press (37): : 170 - 176
  • [30] SEISMIC PERFORMANCE OF EARTHQUAKE-RESILIENT PRECAST RC BEAM-COLUMN JOINTS
    Huang W.
    Hu G.-X.
    Gongcheng Lixue/Engineering Mechanics, 2022, 39 (12): : 165 - 176+189