• 한국환경생물학회:학술대회논문집
• /
• 한국환경생물학회 2002년도 학술대회
• /
• pp.132-134
• /
• 2002

The authors observed thee life history of Cyrtarachne inaequalis Thorell, 1895, during from September 21th, 2001 to April 17th, 2002. Cyrtarachne inaequalis Thorell, 1895 are distributed in oriental region including Korea, China, Japan, India, and Taiwan. The eggs were hatched out from March 31th, 2002 to April 1st, 2002. Cyrtarachne inaequalis Thorell, 1895 usually began to move after sunset. The structure of web was irregular. This study shoos the ecological Life of Cyrtarachne inaequalis Thorell, 1895.

• 한국지진공학회:학술대회논문집
• /
• 한국지진공학회 2003년도 추계 학술발표회논문집
• /
• pp.125-132
• /
• 2003

This paper clarifies the problems which structural engineers would have when the high-rise reinforced concrete building structures with vertical and plan irregularities are to be designed against earthquakes. The most important problems appear to be as follows: (1) ambiguity in defining the principal direction of the structure and the dynamic base shear, (2) the methodology how to account for the accidental eccentricity when the modal analysis should be conducted as required for the torsionally irregular structures, and (3) the choice of 100/30 and SRSS methods to take into account the effect of the critical direction of earthquake.

• 대한조선학회논문집
• /
• 제42권1호
• /
• pp.43-49
• /
• 2005

in this paper a dolphin-fender moored pontoon-type floating structure in shallow water depth is studied focusing on mooring force. The pontoon-type floating structure is 500m long, 300m wide. The structure has partially non-uniform drafts of 2.0m and 3.0m. The employed mooring system is a guyed frame type dolphin-fender system. The 1/125 scale model fender system is made of rubber tube to have hi-linear load deflection characteristics. A series of model tests has been conducted focusing on motion and fender force responses in regular and irregular waves at KRISO's ocean engineering basin Non-linear numerical simulation of fender reaction force has been carried out and the results are compared with those of model tests. The simulated rigid body motion and mooring forces also have been compared with the test results.

• 한국해양공학회지
• /
• 제26권1호
• /
• pp.17-26
• /
• 2012

A coupled analysis of a floating crane barge with a crane wire and hanging structure is carried out in thetime domain. The motion analysis of the crane barge is based on the floating multi-body dynamics, and thecrane wire is modeled as a simple spring tension. The hanging structure is assumed to be a rigid body with 3 degree-of-freedom translational motion. In this study, numerical simulations were conducted at three different stages. First, the developed code was validated by comparing the time-domain motion response of a crane barge with the frequency-domain results. Then, a coupled analysis of a crane barge and simple structure hanging by the crane wire was performed using the present scheme. The motion response and wire tension from the present calculations are compared with the results of OrcaFlex. The agreement between the two sets of results isfairly good. Last, lowering simulations in regular and irregular waves were conducted considering buoyancy changes in the hanging structure. The effects of the wave conditions, structure's weight, wire length, and lowering speed on the wire tension are considered.

• 한국소음진동공학회논문집
• /
• 제23권5호
• /
• pp.407-413
• /
• 2013

This paper deals with the analysis of dynamic characteristics of mooring system of floating-type offshore wind turbine. A spar-type floating structure which consists of a nacelle, a tower and the platform excepting blades, is used to model the floating wind turbine and connect three catenary cables to substructure. The motion of floating structure is simulated when the mooring system is attached using irregular wave Pierson-Moskowitz model. The mooring system is analyzed by changing cable position of floating structure. The dynamic behavior characteristics of mooring system are investigated comparing with cable tension and 6-dof motion of floating structure. These characteristics are much useful to initial design of floating-type structure. From the simulation results, the optimized design parameter that is cable position of connect point of mooring cable can be obtained.

• Structural Engineering and Mechanics
• /
• 제60권2호
• /
• pp.193-209
• /
• 2016

In this study, wave force tests were carried out for the four types of offshore support structures with scale factor 1:25 and wave forces to the support structure shapes were investigated. As the results of this study, it was found that, as the wave period increased at the normal wave condition, wave force decreased for the most cases. Extreme wave force was affected by the impact wave force. Impact wave force of this study significantly effect on Monopile and slightly on GBS and Hybrid type. Accordingly, Hybrid type indicated even lower wave force at the extreme and irregular wave conditions than the Monopile although Hybrid type indicated higher wave force at the normal wave condition of the regular wave because of the larger wave area of wave body. In respects of the structural design, since critical loading is extreme wave force, it should be contributed to improve structural safety of offshore support structure. However, since the impact wave force has nonlinearity and complication dependent on the support structure shape, wave height, wave period, and etc., more research is needed to access the impact wave force for other support structure shapes and wave conditions.

• Computers and Concrete
• /
• 제9권4호
• /
• pp.245-255
• /
• 2012

The damping effect of a Concrete-filled Rectangular Steel Tube (CRST) frame structure is studied in this paper. Viscous dampers are employed to insure the function of the building especially subjected to earthquakes, for some of the main vertical elements of the building are not continuous. The shaking table test of a 1:15 scale model was conducted under different earthquake excitations to recognize the seismic behavior of this building. And the vibration damping effect was also investigated by the shaking table test and the simulation analysis. The nonlinear time-history analysis of the shaking table test model was carried out by the finite element analysis program CANNY. The simulation model was constructed in accordance with the tested one and was analyzed under the same loading condition and the simulation effect was then validated by the tested results. Further more, the simulation analysis of the prototype structure was carried out by the same procedure. Both the simulated and tested results indicate that there are no obvious weak stories on the damping equipped structure, and the dampers can provide the probability of an irregular CRST frame structure to meet the requirements of the design code on energy dissipation and deformation limitation.

• 한국항만경제학회지
• /
• 제34권4호
• /
• pp.181-190
• /
• 2018

본 연구는 2012년 1월부터 2018년 5월까지의 주별 건화물선 운임과 원자재 가격 자료를 사용하여 두 변수간의 비대칭적인 관계를 다음의 두 가지를 중심으로 실증 분석한다. 첫째, 원자재가격의 거시경제지표에 대한 비대칭성을 2단계 경계(threshold) 공적분 검정모형으로 추정한다. 둘째, 기존의 원자재가격 변화의 무역수지에 대한 비대칭관계 검정을 보다 고빈도 건화물선 운임지수로 우회해서 검정한다. 추정결과 기존의 선형 분석과 대조적으로 하한과 상한에 대한 각각의 경계값이 상이한 비대칭성을 갖는 것으로 드러났다. 이는 불규칙적인 수익률 변동을 유발하는 급격한 잔차의 변동 구간이 원자재 가격과 건화물선 운임간의 선형의 장기균형관계가 성립하지 않도록 함을 의미한다. 따라서 이상의 추정결과는 급격한 가격 변화를 분석에 고려하기 위해서는 불규칙(irregular)적인 변동성을 제어하는 무반응(band of inaction)구간을 모형에 포함하는 것이 필요함을 의미하며 기존의 원자재가격의 무역수지에 대한 비대칭성과 일치하는 실증분석 결과다.

• 한국해양공학회지
• /
• 제22권5호
• /
• pp.25-30
• /
• 2008

A B-spline based high order panel method was developed for the motion of bodies in an ideal fluid, either of infinite extent or with a free boundarysurface. In this method, both the geometry and the potential are represented by the B-spline, which guarantees more accurate results than most potential based low order methods. In the present work, we applied this B-spline based high order method to the radiation problem of floating bodies. The boundary condition on the free surface was satisfied by adopting a Kelvin-type Green function and irregular frequencies were removed by placing additional control points on the free surface surrounding the body. The numerical results were validated by comparison with existing numerical and experimental results.

• Structural Engineering and Mechanics
• /
• 제43권3호
• /
• pp.349-370
• /
• 2012

Variable-node finite element families, termed (4 + k + l + m + n)-node elements with an arbitrary number of nodes (k, l, m, and n) on each of their edges, are developed based on the generic point interpolation with special bases having slope discontinuities in two-dimensional domains. They retain the linear interpolation between any two neighboring nodes, and passes the standard patch test when subdomain-wise $2{\times}2$ Gauss integration is employed. Their shape functions are automatically generated on the master domain of elements although a certain number of nodes are inserted on their edges. The elements can provide a flexibility to resolve nonmatching mesh problems like mesh connection and adaptive mesh refinement. In the case of adaptive mesh refinement problem, so-called "1-irregular node rule" working as a constraint in performing mesh adaptation is relaxed by adopting the variable-node elements. Through several examples, we show the performance of the variable-node finite elements in terms of accuracy and efficiency.