• Journal of the Korean Geotechnical Society
• /
• v.32 no.6
• /
• pp.5-16
• /
• 2016

In the geosynthetics-reinforced piled embankment the effects of soft soil stiffness, friction angle of the fill material, tensile stiffness of geosynthetics, and height of the embankment on the load transfer soil arch measured by the critical height were numerically investigated. Results from parametric studies show that the magnitude of the soft soil stiffness is the most influencing factor on the critical height. The contour charts of the critical height with respect to the combination of the soft soil stiffness and other parameters were presented. The charts show that the critical height sensitively varies with the combination of the soft soil stiffness and the height of embankment. Under the sufficiently low stiffness of soft soil, the critical height sensitively varies with the friction angle of the fill material. Once the geosynthetic layer is placed, however, the magnitude of the tensile stiffness of the geosynthetic layer hardly influences the critical height of the soil arch.

• Journal of the Korean Society for Railway
• /
• v.11 no.5
• /
• pp.489-498
• /
• 2008

In general, deflection limit criteria of bridge design specifications have been considered based on static serviceability and structural stability. Dynamic serviceability induced from bridge vibration actually has not been included in the criteria. Thus, it is necessary for deflection limit to be considered in order to check dynamic service- ability on bridge vibration. In this study, The allowable displacement of Korea Railway Bridge Design Specifications is compared to the frequency domain comfort limit and analyzed france code and japanese code. Korea Railway Bridge Design Specifications is regulated based on the train speed. Such is because the vibration time duration is partly considered. but this criteria is not satisfied with comfort limit. and, it is estimated to be capable to provide deflection limit considering dynamic serviceability. In order to evaluate the dynamic serviceability of various types of railway bridges in current public were selected and their dynamic signals were measured. and the result of the bridge-train interaction analysis according to the changes in bridge stiffness was compared to the comfort limit to suggest the stiff-ness limit to the dynamic serviceability, which should conveniently be applied at the field.

• The Korean Publising Journal, Monthly
• /
• s.303
• /
• pp.17-17
• /
• 2001

• Journal of Korean Society of Steel Construction
• /
• v.17 no.3 s.76
• /
• pp.295-306
• /
• 2005

In this study, the dynamic characteristics of the two open-steel-plate-girder bridges was analyzed using the pads' stiffness estimated in the previous accompanying paper.Also, it was determined that the variation in the dynamic behavior of the two bridges due to the pads corresponds to the codes describing the restriction for the steel bridges' behavior.The pads installed at the bridges increase the displacement at mid-span.However, the increase does not exceed code restrictions and does not have an adverse effect on the riding quality of the running trains. The natural and Chloroprene rubber pads are not suitable for bridge bearings since they are more deformed than the code regulated ones.

• Journal of the Earthquake Engineering Society of Korea
• /
• v.12 no.5
• /
• pp.23-29
• /
• 2008

This study investigates the dynamic instability of strength-limited bilinear single degree of freedom (SDF) systems under seismic excitation. The strength-limited bilinear hysteretic model best replicates the hysteretic behavior of the steel moment resisting frames. To estimate the dynamic instability of SDF systems, the collapse strength ratio is used, which is the yield-strength reduction factor when collapse occurs. Statistical studies are carried out to estimate median collapse strength ratios and those dispersions of strength-limited bilinear SDF systems with given natural periods, hardening stiffness ratios, post-capping stiffness ratios, ductility and damping ratios ranging from 2 to 20% subjected to 240 earthquake ground motions recorded on stiff soil sites. Equations to calculate median and standard deviation of collapse strength ratios in strength-limited bilinear SDF systems are obtained through nonlinear regression analysis. By using the proposed equations, this study estimated the probabilistic distribution of collapse strength ratios, and compared this with the exact values from which the accuracy of the proposed equations was verified.

• Proceedings of the Korean Society of Precision Engineering Conference
• /
• 1992.04a
• /
• pp.23-27
• /
• 1992

종래부터 공작기계의 성능은 그 공작기계가 발휘하는 가공정도와 가공능률이라고 하는 막연한 개념으로 취급되어 왔으나, 최근 가공정도나 가공능률을 저해하는 제현상, 예를 들면 채터나 열변형 등에 관한 정력적인 연구가 진행되면서 이들이 발생기구가 명확히 됨과 동시에 이들 제현상의 발생한계로부터 가공성능을 정량적으로 평가 해왔다. 그러나 연구보고라는 말의 성격상 연구의 대부분이 특정 현상이나 요소에 대하여 기술한 것이기 때문에 제 현상을 총괄하여 공작기계의 성능을 체계화한 것이라고볼 수는 없다. 여기서 공작물의 물림조건에서 발생 되고 있는 여러가지 문제점 중에서 척킹(chucking)된 공작물의 물림강성이 채터 진동의안정한계, 즉 가공한계에 미치는 영향에 대해서는 선삭가공에서 척 가공방식이 일반적으로 널리사용되고 있다는 점을 감안할 때 매우 중요한 과제이다. 그 중에서도 척에 물린 공작물의 경우에는 절삭저항의 작용위치와 죠의상대적인 위치에 의한 공작물 강성의 변화가 가공정도에 커다란 영향을 미친다는 것이 오래 전부터 지적되고있느 사항 중의 하나이다. 따라서 척-공작물계의 동적인 특성이 절삭현상에 미치는 영향에 대하여 동적인 관점에서 검토할 필요가 있다.

• Proceedings of the Korean Society of Precision Engineering Conference
• /
• 2000.05a
• /
• pp.699-702
• /
• 2000

In order to use a parallel device fur machine tool feed mechanism, it is very important to analyze its stiffness over the workspace. Generally, the stiffness of a rod varies with its length. In this paper, the stiffness of the leg is modeled as a linear function. With the linear stiffness model, the methods that can determine stiffness bounds and max/min stiffness directions are presented utilizing eigenvalues and eigenvectors of the stiffness matrix. The stiffness variation along a tool-path and stiffness mapping over a workspace are presented with cubic-shaped parallel device which is originally designed for machine tool feed mechanism.

• Transactions of the Korean Society of Mechanical Engineers
• /
• v.13 no.3
• /
• pp.424-432
• /
• 1989

A mathematical model is developed for determination of the dynamic cutting force from static cutting data. The dynamic cutting force is analytically expressed by the static cutting coefficient and the dynamic cutting coefficient which can be determined from the cutting mechanics. The proposed model is verified by the chatter stability charts. A good agreement was shown between the stability limits predicted by the theory and the critical width of cut determined by experiments. The static cutting coefficient dominates high speed chatter stability, while the dynamic cutting coefficient dominates low speed chatter stability.

• Proceedings of the Optical Society of Korea Conference
• /
• 2003.02a
• /
• pp.90-91
• /
• 2003

대부분의 가공기 혹은 측정기에 있어 이송테이블은 그 기능수행의 기본을 담당하고 있으며 이송테이블의 운동 정밀도와 고속화는 목표하는 정밀도와 생산성으로 직결된다. 종래에는 형상특성, 열변형 등의 계통 오차만을 오프라인(Off-line)으로 측정하고 소프트웨어적으로 보상하는 방법을 사용하였으나 초정밀 분야에서 요구되는 테이블의 운동정밀도는 기계적 강성한계를 넘는 정밀도이므로, 테이블 이송 시 발생하는 운동오차를 실시간으로 측정하고, 보상할 수 있는 온라인(On-line)개념의 능동형 보상이 필요하다. (중략)

• Journal of the Korean Society of Hazard Mitigation
• /
• v.1 no.3 s.3
• /
• pp.103-110
• /
• 2001

The objective of this study is to investigate the behavior of superstructure considering several factors such as change of pile rigidity, soil characteristics, and the constraint condition of support. The results of this study are as follows: 1. Pile-rigidity computed by the rotating deformed plane method is continuously varied up to approximately 5D(D=diameter of pile) below the ground level. This result is consistent with the previous study$^{(12)}$, in which the pile deformation occurs at approximately $3{\sim}6$ times of pile diameter from the ground level. 2. For bridge structure-pile system, analytical results of internal forces and deformations show different values for modified pile rigidity and unchanged pile rigidity. 3. Detaild analysis considering modified pile rigidity is required for the long-span bridge design with structure pile system.