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      KCI등재 SCIE SCOPUS

      Explosive loading of multi storey RC buildings: Dynamic response and progressive collapse

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      https://www.riss.kr/link?id=A104819075

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      다국어 초록 (Multilingual Abstract)

      The resilience of a city confronted with a terrorist bomb attack is the background of the paper. The resilience strongly depends on vital infrastructure and the physical protection of people. The protection buildings provide in case of an external exp...

      The resilience of a city confronted with a terrorist bomb attack is the background of the paper. The resilience strongly depends on vital infrastructure and the physical protection of people. The protection buildings provide in case of an external explosion is one of the important elements in safety assessment. Besides the aspect of protection, buildings facilitate and enable many functions, e.g., offices, data storage, -handling and -transfer, energy supply, banks, shopping malls etc. When a building is damaged, the loss of functions is directly related to the location, amount of damage and the damage level. At TNO Defence, Security and Safety methods are developed to quantify the resilience of city infrastructure systems (Weerheijm et al. 2007b). In this framework, the dynamic response, damage levels and residual bearing capacity of multi-storey RC buildings is studied. The current paper addresses the aspects of dynamic response and progressive collapse, as well as the proposed method to relate the structural damage to a volume-damage parameter, which can be linked to the loss of functionality. After a general introduction to the research programme and progressive collapse, the study of the dynamic response and damage due to blast loading for a single RC element is described. Shock tube experiments on plates are used as a reference to study the possibilities of engineering methods and an explicit finite element code to quantify the response and residual bearing capacity. Next the dynamic response and progressive collapse of a multi storey RC building is studied numerically, using a number of models. Conclusions are drawn on the ability to predict initial blast damage and progressive collapse. Finally the link between the structural damage of a building and its loss of functionality is described, which is essential input for the envisaged method to quantify the resilience of city infrastructure.

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      참고문헌 (Reference)

      1 Mediavilla, J., "“Study on the K&C concrete material model for the prediction of failure of structural elements”, TNO-DV 2007 IN534"

      2 Mediavilla, J., "“Dynamic response of reinforced concrete plates under a blast explosion”, TNO-DV 2007 IN533"

      3 Doormaal, van J.C.A.M., "Ultimate deformation capacity of reinforced concrete slab under blast load" in Structures under Shock and Impact 1996

      4 Starossek, U., "Typology of progressive collapse" 29 (29): 2302-2307, 2007

      5 Weerheijm, J., "Tensile failure of concrete at high loading rates; new test data on strength and fracture energy from instrumented spalling tests" 34 : 609-626, 2007

      6 Vlassis, A.G., "Progressive collapse of multi-storey buildings due to sudden column loss--Part II: Application" 30 : 1424-1438, 2008

      7 Izzuddin, B.A., "Progressive collapse of multi-storey buildings due to sudden column loss -- Part I: Simplified assessment framework" 30 : 1308-1318, 2008

      8 Weerheijm, J., "Prediction of damage and residual strength of RC panels under explosive loading" 229-230, 2007

      9 Hallquist, J.O., "LS-DYNA Theory Manual" Livermore Software Technology Corporation 2005

      10 Mediavilla, J., "Inverse analysis for failure model parameter identification applied to blast loaded concrete structures" 2007

      1 Mediavilla, J., "“Study on the K&C concrete material model for the prediction of failure of structural elements”, TNO-DV 2007 IN534"

      2 Mediavilla, J., "“Dynamic response of reinforced concrete plates under a blast explosion”, TNO-DV 2007 IN533"

      3 Doormaal, van J.C.A.M., "Ultimate deformation capacity of reinforced concrete slab under blast load" in Structures under Shock and Impact 1996

      4 Starossek, U., "Typology of progressive collapse" 29 (29): 2302-2307, 2007

      5 Weerheijm, J., "Tensile failure of concrete at high loading rates; new test data on strength and fracture energy from instrumented spalling tests" 34 : 609-626, 2007

      6 Vlassis, A.G., "Progressive collapse of multi-storey buildings due to sudden column loss--Part II: Application" 30 : 1424-1438, 2008

      7 Izzuddin, B.A., "Progressive collapse of multi-storey buildings due to sudden column loss -- Part I: Simplified assessment framework" 30 : 1308-1318, 2008

      8 Weerheijm, J., "Prediction of damage and residual strength of RC panels under explosive loading" 229-230, 2007

      9 Hallquist, J.O., "LS-DYNA Theory Manual" Livermore Software Technology Corporation 2005

      10 Mediavilla, J., "Inverse analysis for failure model parameter identification applied to blast loaded concrete structures" 2007

      11 Biggs, J.M., "Introduction to Structural Dynamics" Mcgraw-hill 1964

      12 Vegt, I., "Failure process in concrete under static and impact tensile loading: experiments and numerical modelling" 2008

      13 Vegt, I., "Failure mechanisms of concrete under impact loading" 579-587, 2007

      14 Steen, A. van der, "Failure and resistance of reinforced concrete plates under blast: Experimental part”, TNO-DV 2007 IN532"

      15 Doormaal, J.C.A.M. van, "Consequence assessment of large bomb explosions in urban areas" 2003

      16 Weerheijm, J., "Concrete structures under blast loading. Dynamic response, damage, and residual strength. in: Resilience of cities to Terrorist and other Threats. Learning from 9/11 and Further Research Issues" Springer 217-238, 2007

      17 US Army Engineers Waterways Experiment Station, "ConWep-Conventional Weapons Effects"

      18 Smith, P.D., "Blast loading and building robustness" 4 (4): 213-223, 2002

      19 Ellingwood, B.R., "Best practices for reducing the potential for progressive collapse in buildings" National Institute of Standards and Technology 2006

      20 Kaewkulchai, G., "Beam element formulation and solution procedure for dynamic progressive collapse analysis" 82 (82): 639-651, 2004

      21 Luccioni, B.M., "Analysis of building collapse under blast loads" 26 (26): 63-71, 2004

      22 Malvar, L.J., "A plasticity concrete material model for DYNA3D" 19 (19): 847-873, 1997

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      연월일 이력구분 이력상세 등재구분
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      2005-06-16 학회명변경 영문명 : Ternational Association Of Structural Engineering And Mechanics -> International Association of Structural Engineering And Mechanics KCI등재
      2005-05-26 학술지명변경 한글명 : 국제구조계산역학지 -> Structural Engineering and Mechanics, An Int'l Journal KCI등재
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      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 1.12 0.62 0.94
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.79 0.68 0.453 0.33
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