• Journal of the Optical Society of Korea
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• v.15 no.4
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• pp.403-406
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• 2011

Here we report Airy beams coupled with waveguide modes. These waveguide Airy (WAiry) beams propagate through layered planar structures inheriting the characteristics of waveguide modes as well as those of Airy beams, such as diffraction-free and accelerating features. In particular, we focus on the WAiry beams associated with backward waveguide modes, showing that the backward feature can alter the trajectories of the WAiry beams significantly. Based on this, we propose a new scheme of waveguide-type polarization/power beam splitters.

• Proceedings of the IEEK Conference
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• 2000.11b
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• pp.176-179
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• 2000

Fault simulation is often necessary to determine the fault coverage of a given test, that is, to find all the faults detected by test. In this paper we implement a deductive fault simulation using counting method. Counting method uses f$\sub$ｉ/ of fault table and Search list to compute set operation. f$\sub$ｉ/ was counted by fault list of input gate. And we propagate fault list from primary inputs toward primary output by comparing with controling sum. It improved performance by reducing search of faults.

• Korean Journal of Optics and Photonics
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• v.5 no.4
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• pp.453-456
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• 1994

Variations in the amplitude and phase distributions of an incident Gaussian beam are derived analytically when it propagates through a photorefractive crystal in the presence of another strong beam and resulting photorefractive grating that is phase shifted by other than 90.deg. relative to the intensity grating. In the presence of the photorefractive grating the beam is shown to propagate along a straight line in a new direction with an increased wave number.

• Proceedings of the CALSEC Conference
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• 2001.08a
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• pp.577-590
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• 2001

Designing Seal Windows System ㆍReduced (by a factor of at least 10) the time for evaluating each design alternative ㆍIncreased quality by 20％ (measured as the number of errors that are caught before they propagate) ㆍFound and corrected errors prior to production with an estimated $1-2 million in annual savings in warranty costs ㆍCaptured the state of a design, particularly the parameters that were used to make decisions ㆍEliminated geographic and temporal obstacles ㆍDecreased wasted time caused by slow communication paths(omitted)

• Journal of the Korean Institute of Telematics and Electronics
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• v.2 no.2
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• pp.2-8
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• 1965

This paper shows the characteristics of microwaves in a plasma medium bounded by a waveguide. A standing wave detector which has VSWR less than 1.05 is designed and constructed. The electromagnetic waves which propagate through the plasma is reflected partly by the interaction between the external magnetic fields and plasma. The plasma is consisted of the electrons and positive ions ionized by high temperature of tungsten filament inserted in the waveguide. The transmitted power through the plasma was reduced by the amount of 1.5db from the reference.

• Geotechnical Engineering
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• v.4 no.4
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• pp.19-28
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• 1988

An underground explosion crests shock waves, which propagate to a buried structure through the이 ground. Due to the explosion, very high stresses and large deformation occur in the ground so that the shock waves decay gradually. In this study the numerical simulation of the ground shock attenuation has teen performed. One dimensional wave equation is presented and the finite difference method is applies. A Cap model is adopted to describe the stress-strain behavior of the ground. The results are expressed by the attenuation of the peak stress and the particle vrelocity by the time and the distance.

• Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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• 1998.09a
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• pp.130-133
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• 1998

This paper identifies diffraction-induced wave setup when waves enter into a harbor of constant depth through a breakwater gap narrower than one wave length. It is well known, for this case, that the waves in the lee of the breakwater propagate as if from a point source and the wave crest lines are approximated well by semicircular arcs. Wave height decreases in accordance with conservation of energy; thereby resulting in an appreciable setup of the surface. (omitted)

• Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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• 1993.07a
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• pp.20-25
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• 1993

In coastal waters, more often than not, waves propagate on currents driven by tidal forces, earth’s gravity, or wind. There have been a number of studies for dealing with the change of wave spectrum due to tile presence of current. Based on the conservation of wave action, Hedges et al. (1985) have proposed an equation which describes the influence of current on the change of wave spectrum in water of finite depth. (omitted)

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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• 1996.10a
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• pp.148-152
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• 1996

A method of deminishing low frequency noise by acoustic acoupling with compliant wall is described. The coupled governing equations and boundary conditions are derived and solved. The coupled system shows very interesting behavior in the low frequency region; in the low frequency, acoustic wave doesn't propagate, but decay to satisfy the boundary condition with the compliant wall. Henceforth using this mechanism, we propose a method of reducing low frequency noise, which is infact related with the physical properties of compliant wall. The method has been experimentally verified.

• Structural Engineering and Mechanics
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• v.66 no.5
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• pp.569-582
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• 2018

Effects of crack separation, bridge area, on the tensile behaviour of concrete are studied experimentally and numerically through the Brazilian tensile test. The physical data obtained from the Brazilian tests are used to calibrate the two-dimensional particle flow code based on discrete element method (DEM). Then some specially designed Brazilian disc specimens containing two parallel cracks are used to perform the physical tests in the laboratory and numerically simulated to make the suitable numerical models to be tested. The experimental and numerical results of the Brazilian disc specimens are compared to conclude the validity and applicability of these models used in this research. Validation of the simulated models can be easily checked with the results of Brazilian tests performed on non-persistent cracked physical models. The Brazilian discs used in this work have a diameter of 54 mm and contain two parallel centred cracks ($90^{\circ}$ to the horizontal) loaded indirectly under the compressive line loading. The lengths of cracks are considered as; 10 mm, 20 mm, 30 mm and 40 mm, respectively. The visually observed failure process gained through numerical Brazilian tests are found to be very similar to those obtained through the experimental tests. The fracture patterns demonstrated by DEM simulations are mostly affected by the crack separation but the tensile strength of bridge area is related to the fracture pattern and failure mechanism of the testing samples. It has also been shown that when the crack lengths are less than 30 mm, the tensile cracks may initiate from the cracks tips and propagate parallel to loading direction till coalesce with the other cracks tips while when the cracks lengths are more than 30 mm, these tensile cracks may propagate through the intact concrete itself rather than that of the bridge area.