• Title/Summary/Keyword: steel chimneys

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Vortex excitation model. Part II. application to real structures and validation

  • Lipecki, T.;Flaga, A.
    • Wind and Structures
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    • v.16 no.5
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    • pp.477-490
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    • 2013
  • This paper presents results of calculations performed according to our own semi-empirical mathematical model of critical vortex excitation. All calculations are carried out using own computer program, which allows the simulation of both the across-wind action caused by vortices and the lateral response of analysed structures. Vortex excitation simulations were performed in real time taking into account wind-structure interaction. Several structures of circular cross-sections were modelled using a FEM program and calculated under the action of critical vortex excitation. Six steel chimneys, six concrete chimneys and two concrete towers were considered. The method of selection and estimation of the experimental parameters describing the model are also presented. Finally, the results concerning maximum lateral top displacements of the structures are compared with available full-scale data for steel and concrete chimneys.

Case Study on the Explosive Demolition of DCRE Incheon Plant (디씨알이 인천공장 발파해체 시공사례)

  • Kim, Sang-Min;Park, Keun-Sun;Kim, Ho-Jun;Kim, Hee-Do;Kim, Gab-Soo;An, Kyung-Ro
    • Explosives and Blasting
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    • v.37 no.1
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    • pp.34-47
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    • 2019
  • This case study is concerned with the project of the explosive demolition for the DCRE Incheon plant located in Hakik district in Incheon city. The building was severely aging due to the high temperature and sea winds of hundreds of degrees emitted by chimney-shaped steel structures inside the building. Due to this, the concrete of the column and the beam fell off and rusted rebar were exposed, and some of the slabs were severely damaged, making it difficult for workers to access the structure. Therefore, it is not possible to apply a mechanical demolition method in which heavy equipment enters the interior of the building, and an explosive demolition method was applied to allow the building to be demolished without dismantling the internal facilities of the building. The order of blasting proceeded in the order of (1) building ${\rightarrow}$ (2) chimney 2 ${\rightarrow}$ (3) chimney 1. A total of 406 electronic detonators (Unitronic 600) was used to sequentially initiate the explosives installed at appropriate in building and chimneys.