• 한국철도학회:학술대회논문집
• /
• 한국철도학회 2002년도 추계학술대회 논문집(II)
• /
• pp.1059-1064
• /
• 2002

The behavior of an opening and the performance of support system depend upon the load-deformation characteristics of ground and support as well as of the manner and of timing of support installation. The load-deformation characteristics of ground and support are derived by the interaction between ground and support. The interaction between ground and support is qualitatively illustrated by a ground response curve. The behavior of an opening and the performance of support system depend upon the load-deformation characteristics of ground and support as well as of the manner and of timing of support installation. The interaction between ground and support is qualitatively illustrated by a ground response curve. The convergence-confinement method don't need the basic assumptions for a mathematical model. Also This is applicable to general tunnel. Consequently the stability of tunnel must be qualitatively investigated by a ground response curve and quantitatively adjudged by a numerical analysis for the reasonable design of tunnel.

• 한국정밀공학회지
• /
• 제32권11호
• /
• pp.997-1005
• /
• 2015

In this study, modal analysis and equivalent static load analysis for valve supports of 26" gas piping in gas stations were conducted and the existing straight and inclined types of valve supports were compared using seismic performance testing. Also, a new valve support shape was suggested by optimizing position of fastener holes, width and thickness of the support, and size of bracket. Improvement in seismic performance by design optimization was verified through equivalent static load analysis. The seismic performance of the newly proposed valve support was greatly improved and the maximum displacement and maximum stress of the seismic load was about 20% lower than those of the existing valve support.

• Tribology and Lubricants
• /
• 제40권5호
• /
• pp.151-156
• /
• 2024

Gas foil thrust bearings (GFTBs) support axial loads in oil-free, high speed rotating machinery using gas as a lubricant. However, under low-speed and high-load conditions, such a bearing experiences friction, leading to wear and a reduced lifespan. Therefore, a pressurized GFTB (PGFTB) that combines hydrostatic and hydrodynamic lubrication by supplying pressurized gas through the supply hole of the top foil has been developed, and various studies have been conducted. In this study, we develop mathematical models of PGFTBs with sloped and stepped recesses and predict its load support performance. The PGFTB maintains a minimum film thickness of approximately 20 ㎛ at rest (0 rpm), regardless of the type of recess, indicating a sufficient hydrostatic pressure to lift the runner at a low rotor speed. Furthermore, the minimum film thickness increases slightly as the numbers of feed holes in the in- and outward radial directions relative to the centerline of the PGFTB pad increase. These findings highlight the importance of supply hole placement in enhancing load support performance. As the rotor speed increases, the minimum film thickness increases rapidly, regardless of the number of supply holes, and without pressurization, sufficient hydrodynamic pressure is generated to lift the runner upon exceeding a certain rotor speed. When comparing the sloped and stepped recesses, the PGFTB with the sloped groove exhibits a superior overall load support performance.

• 대한전기학회논문지:전력기술부문A
• /
• 제55권7호
• /
• pp.306-312
• /
• 2006

Support Vector Machine(SVM), of which the foundations have been developed by Vapnik (1995), is gaining popularity thanks to many attractive features and promising empirical performance. In this paper, we propose a new short-term load forecasting technique based on SVM. We discuss the input vector selection of SVM for load forecasting and analyze the prediction performance for various SVM parameters such as kernel function, cost coefficient C, and $\varepsilon$ (the width of 8 $\varepsilon-tube$). The computer simulation shows that the prediction performance of the proposed method is superior to that of the conventional neural networks.

• 한국안전학회지
• /
• 제37권4호
• /
• pp.36-43
• /
• 2022

Generally, in construction sites, the pipe support installation workers often use support pins of 9~10 mm which are much smaller than the safety standard sizes for work convenience. Although the safety certification standard thickness of the support pins is 11 mm, and the supervisors are often indifferent to this. Hence, products with far lower performance than the pipe support safety certification value of 40,000 N, which is applied in the supporting post-structural review, are used. Accordingly, this acts as a factor causing collapse accidents in the process of pouring concrete at the construction site. Therefore, this study performed compression experiments on new and reused pipe supports to determine how the thickness of the support pins affects the structural compression performance of the pipe support by considering the thickness of the support pins as a critical variable among various factors affecting the pipe support performance. In the course of the study, the compression test of the pipe support (V2, V4) for the new products showed that only 14 (58.3%) of the total 24 samples satisfied the safety certification standard value of 40,000 N, which indicates that more thorough quality control is required in the manufacturing process. Additionally, comparing the thickness of the support pins and their fracture shape shows that the pipes with support length of 4.0 m or longer are much more affected by the buckling of the entire length than the thickness of the support pins. Of the several factors affecting the performance of reused pipe supports, it was found that, similar to the new products, the use of support pins, with thickness of 12 mm rather than 11 mm, can satisfy the safety certification value more appropriately. Therefore, regardless of the state of usage, it could be concluded that it is necessary to use 12 mm products, whose thickness is larger than that of the safety certification standard value of 11 mm, to improve the performance of the pipe supports.

• 전력전자학회논문지
• /
• 제10권5호
• /
• pp.468-480
• /
• 2005

서보 시스템의 전체 제어 성능은 기계적 상수의 변화와 부하 토크의 영향을 크게 받는다. 그러므로 서보 시스템의 성능을 향상시키기 위해서는 기계적 상수와 부하 토크를 정확히 알 필요가 있다. 본 논문에서는 Support Vector Regression(SVR)을 이용한 기계적 상수와 부하 토크 추정 알고리즘을 제안한다. 실험 결과는 제안된 SVR 알고리즘이 서보 시스템의 기계적 상수와 부하 토크를 정확하게 추정하고 있음을 보여준다.

• 한국지반환경공학회 논문집
• /
• 제22권12호
• /
• pp.71-77
• /
• 2021

국내의 공용 중인 도로의 연장의 증가와 함께 유지보수 비용 및 교통혼잡비용도 함께 증가하고 있는 추세이다. 도로의 유지보수 비용 및 소요시간의 단축을 위하여 기존에 지속가능한 장수명 모듈러 도로시스템이 제안되었다. 본 연구에서는 제안된 시스템의 하부구조인 맞춤형 지지모듈의 설계 및 성능평가를 수행하였다. 하중을 결정하고 형태가 다른 2가지의 맞춤형(Cross-Beam 형태) 지지모듈을 설계, 제작하였다. 제작한 맞춤형 지지모듈을 시공하고 성능이 더 우수한 형태의 지지모듈 선정을 위하여 정하중재하 시험을 진행하였다. 하중재하 시험 결과 두가지 형태의 맞춤형 지지모듈에서 측정된 최대 토압은약 158kPa 차이가 났으며, 최대 침하량은 약 0.032mm의 차이가 나타났다. 이러한 결과를 바탕으로 하부곡선형 Cross-Beam 형태의 맞춤형 지지모듈의 성능이 더 우수한 것으로 판단된다.

• 대한조선학회논문집
• /
• 제48권4호
• /
• pp.325-329
• /
• 2011

Floating, production, storage and offloading (FPSO) is a production facility that refines and saves the drilled crude oil from a drilling facility in the ocean. The flare system in the FPSO is a major part of the pressure relieving system for hydrocarbon processing plants. The flare system consists of a number of pipes and complicated connection systems. Decision of pipe support types is important since the load on the support and the stress in the pipe are influenced by the pipe support type. In this study, we optimally determined the pipe support types that minimized the support cost while satisfying the design constraints on maximum support load, maximum nozzle load and maximum pipe stress ratio. Performance indices included in the design constraints for a specified design were evaluated by pipe structural analysis using CAESAR II. Since pipe support types were all discrete design variables, an evolutionary algorithm (EA) was used as an optimizer. We successfully obtained the optimal solution that reduced the support cost by 27.2% compared to the initial support cost while all the design requirements were satisfied.

• Tribology and Lubricants
• /
• 제40권5호
• /
• pp.163-169
• /
• 2024

Gas foil thrust bearings (GFTBs) are aerodynamic bearings that use gas as a lubricant to support axial forces in noncontact states. To enhance the load support performance of GFTBs, researchers conduct studies requiring experimental load measurements in mechanical systems for verification. This study measures the thrust of a high-speed turbo-compressor supported by a gas-foil thrust bearing. We examine the effect of temperature changes on the load cell installed inside the compressor before the experiment. First, we supply heat to the compressor using a heating gun to stabilize the load cell temperature. We then apply a static load using a push-pull gauge. Next, we derive the load cell temperature compensation equation based on the difference between the measured and applied loads as temperature varies. The results show that when maintaining the rotor speed at 80 krpm before stopping, the measured load gradually decreases and converges to -108 N, which is lower than the initial 0 N. This decline is owing to the temperature increase in the load cell near the bearing due to the viscous shear friction between the bearing and thrust runner during rotation. Finally, after applying temperature compensation, the thrust increases with increasing rotational speed of the rotor.

• Computers and Concrete
• /
• 제34권5호
• /
• pp.561-576
• /
• 2024

This study developed a novel pipe roofing structure, called secant pipe roofing structure (SPRS), which is widely used in the support field of underground stations. Its flexural studies are essential since the structure is subject to bending load conditions. However, the influence of parameters and methods for predicting ultimate load capacity still needs more attention. Therefore, this study comprehensively investigated the flexural performance of SPRSs via experimental and numerical methods. A total of four SPRS specimens were prepared and tested under in-plane bending. The test results show that all specimens exhibited remarkable ductility. The load vs. displacement curves of SPRSs during the whole testing process were discussed in detail. Besides, numerical simulation of the flexural performance of SPRSs was carried out and an extensive parameter analysis was also made to ascertain the influences of several key variables. Finally, the support vector machine (SVM) and back propagation (BP) models were introduced to predict the ultimate capacity of SPRS. The accuracy and reliability of the developed models were examined according to the available experimental observations and simulated results by finite element (FE) analysis. This investigation provides a valuable reference for the design and application of SPRS in underground stations support.