• Journal of architectural history
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• v.14 no.3 s.43
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• pp.7-21
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• 2005

This paper is an attempt to find/make an entrance to John Hejduk's architecture. Based explicitly on both Karl Popper's model of knowledge production called 'conjecture and refutation' and Harold Bloom's theory of poetry called 'revisionism', this paper, in order to produce a new problem, mainly deals with an existing knowledge as an object to refute, that is, Michael Hays' interpretation of Wall House by Jacques Lacan's notion of the gaze, Hejduk's a pivotal architectural finding. The arguments underlying this paper are two: First, Hejduk, just like this paper, follows Popper's model and Bloom's theory in conducting his own architectural research. Secondly, he takes what might be called artist's attitude when absorbing previous knowledge and producing new one. These two arguments are made in the first part and then served as a basic propositions for further arguments. In the process of criticizing the way in which Hays explicates Hejduk's Wall House, this paper reaches two main arguments. First, Lacan's notion of the gaze is not proper specifically for the explication of it. However, it may be useful and even promising when dealing with other works such as Subject/Object and House of the Inhabitant Who Refused to Participate. Secondly, Freud's notion of 'uncanny', arguably Hejduk's strong architectural orientation, may serve much better as a main gate among possibly many ones in trying to open his architecture. It is considered that this might also serve as an important clue to solving mysticism remaining yet untouched in his architecture.

• Proceedings of the Korea Concrete Institute Conference
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• 2002.10a
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• pp.375-380
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• 2002

Tong-young LNG tank is a LNG storage tank of 140,000 kl, and it is composed of Bottom Slab(Annular, Center), Outer Wall, Ring Beam and Roof. Generally, when concrete temperature arise, the complex thermal stress of inner and outer part can cause serious thermal crack and damage at structure. So in this paper, for the control of this thermal crack, we did the concrete mix design with the base of fly-ash 30% substitute at binder, and through the computer modelling at Bottom Slab(Annular, Center), Outer Wall, Ring Beam and Roof, we studied the probability of thermal crack by thermal crack index.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 1991.10a
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• pp.43-48
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• 1991

In this paper the liquid sloshing effects in rectangular liquid stroage structures under earthquake loadings are studied. The study focuses on the investigation of the effect of the flexibility of the stroage wall. The storage structure is modelled using beam elements. The motion of the liquid is expressed by the Laplace equation. The equation of motion is formulated including the coupling between the wall motion and the sloshing motion. Seismic analyses have been carried out utilizing the response spectra method.

• Proceedings of the Korea Concrete Institute Conference
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• 1998.10a
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• pp.456-461
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• 1998

This paper presents the results from a combination of strut-and-tie model and analytical study that investigated the ultimate strength of wall system with frame supports. Strut-and-tie models show reasonable force flows and upper bound solution is compared to the results from FEM analysis. The results shows that two main parameters - transfer girder depth and column width - yield good estimation of the ultimate strength of the system. Vertical and horizontal reinforcements of the transfer girder add few strength to the whole system. The proposed design strength formula shows good agreement with the results from FEM analysis.

• Proceedings of the Korean Society of Precision Engineering Conference
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• 2004.10a
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• pp.1470-1474
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• 2004

This paper addresses the development of inverse compensation techniques for a class of ferromagnetic transducers including magnetostrictive actuators. In this work, hysteresis is modeled through the domain wall theory originally proposed by Jiles and Atherton[1]. This model is based on the quantification of the energy required to translate domain walls pinned at inclusions in the material with the magnetization at a given field level specified through the solution of an ordinary differential equation. A complementary differential equation is then employed to compute the inverse which can be used to compensate for hysteresis and nonlinear dynamics in control design.

• Proceedings of the Korea Concrete Institute Conference
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• 1995.04a
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• pp.251-256
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• 1995

This paper presents an evaluation of the strength and behavior of a tested simply supported rectangular reinforced eoncrete beam and a design example of a shear wall using two-dimensional strut-tie model with finite element nonlinear analysis. Strut-tie models reflecting the actual support and loading conditions are developed for the beam and shear wall. The strut-tie model not only provides simple solutions for large number of design situations dealing with the entire range of concrete structures which appear to be rather complicated but also predicts the behavior and strength of concrete members.

• Proceedings of the Korea Concrete Institute Conference
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• 2009.05a
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• pp.41-42
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• 2009

The purpose of this paper is to inspect a structural performance for the composite wall pile through static bending test. In result, all specimen came to failure in 1.8 times cracking load and the drift of the neutral axis on a load increasing occurred.

• Proceedings of the Korea Concrete Institute Conference
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• 2009.05a
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• pp.581-582
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• 2009

Continuous deep girders which transmit the gravity load from the upper wall to lower columns have frequently long end shear spans between the boundary of the upper wall and the face of the lower column. This paper presents the results of tests and analyses performed on three 1:2.5 scale specimens with long end shear spans, (the ratios of shear-span/height : 2.0

• 한국전산유체공학회:학술대회논문집
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• 2007.10a
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• pp.167-170
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• 2007

In the present paper, wall correction method is reviewed and applied to the numerical experimental results obtained at the wind tunnel condition. The corrected lift coefficient agrees well with the reference data generated from the grid having very far boundary. However the corrected drag coefficient presents some deviation from the reference data.

• Proceedings of the IEEK Conference
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• 1999.11a
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• pp.139-142
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• 1999

In this paper, a method of Radome design is considered. The shape is similar to tangent-ogive, and the antenna is a waveguide broad-wall slot array antenna. The characteristic of the Radome material is obtained by measuring test samples. By analyzing the transmission efficiency of the flat plate, Radome wall thickness is determined firstly. And then, the detailed characteristics of the Radome are analyzed by using GO-PO approximation technique. Several simple parameters of the designed Radome are tested and compared with the simulation results.