• Title/Summary/Keyword: Natural load

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Development of the computer program calculating the stress induced by various loads for buried natural gas pipeline (II) (매설 천연가스 배관의 제반하중에 의한 응력 계산용 프로그램 개발 (II))

  • Bang I.W.;Kim H.S.;Yang Y.C.;Kim W.S.;Oh K.W.
    • Journal of the Korean Institute of Gas
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    • v.2 no.2
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    • pp.26-33
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    • 1998
  • The thickness of buried gas pipeline is determined mainly with internal pressure and location factor according to the requirements of ANSI B3l.8. But the stress of buried gas pipeline is determined by not only internal stress but also external loads. The change of burying and environmental conditions, therefore, may result in increasing stress of pipeline. In order to avoid the decrease of safety degree resulting from change of environmental condition, the evaluation of stress level shall be necessary. The reliable equations have been developed for calculating stress of buried pipeline from internal pressure, earth load, vehicle load, ground subsidence. But they are very difficult to understand and use for non-specialist. For easy calculation of non-specialist, the new computer program to calculate stress of buried natural gas pipeline have been developed. The program can calculate maximum stress resulted from earth load, vehicle load, thermal load, four type ground subsidence. The stress is calculated by the equations and extrapolation of the graph resulted from FEM. In this paper, as the series of paper I, the operating method and the functions of the program is explained.

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Experimental Study on the Period Control of an U-tube Type Anti-Rolling Tank by using a Double Layer Duct (이중덕트를 이용한 U자형 감요수조의 주기조절 실험 연구)

  • Ju, Youngkwang;Kim, Yong Jig;Ha, Youngrok
    • Journal of the Society of Naval Architects of Korea
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    • v.52 no.2
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    • pp.135-142
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    • 2015
  • The Anti-Rolling Tank(ART) has an advantage over the other roll stabilizing devices, when ship is staying and working at one site of sea. An important design point of ART is the tank tuning, that is, matching the tank natural period to the ship's roll natural period. Since the load condition and consequently the roll natural period of ship is to be changed widely, the natural period of ART also has to be changed widely. In case of the existing U-tube type ART with a single layer duct, the tank natural period can be changed in a relatively narrow range. This paper suggests a new U-tube type ART system using a double layer duct to enable wide change of ART natural period. Through the roll experiments performed in regular beam waves for a box-type model ship, it is shown that the double layer duct ART has about two times wider period range and a better reducing effect of roll magnitude than the single layer duct ART.

Development of Optimal Operation Algorithm about CES Power Plant (CES 발전소의 최적운용 알고리즘 개발)

  • Kim, Yong-Ha;Park, Hwa-Yong;Kim, Eui-Gyeong;Woo, Sung-Min;Lee, Won-Ku
    • Journal of the Korean Institute of Illuminating and Electrical Installation Engineers
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    • v.26 no.2
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    • pp.61-70
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    • 2012
  • Recently due to the increasing of the importance on the green energy is getting higher by implementing EERS(Energy Efficiency Resource Standards) and NA(Negotiated Agreement) such as lacks of natural resources and The United Nations Framework Convention on Climate Change. And the most practical solution is CHP(Combined Heat and Power) which performs the best energy efficiency. This paper developed optimal operation mechanism of CES(Community Energy System) for enhancement of energy efficiency using CHP(Combined Heat and Power), PLB(Peak Load Boiler) and ACC(ACCumulator) capacities. This method optimally operated these capacities calculated the maximum profits by Dynamic Programing. Through the case studies, it is verified that the proposed algorithm of can evaluate availability.

Effect of Load Variation on Transition of Neutral Axis of Laminated Veneer Lumber (LVL) (하중(荷重) 변화(變化)가 적층목질재(積層木質材)(Glulam)의 중립축(中立軸)의 위치변이(位置變移)에 미치는 영향(影響))

  • Park, Heon;An, Tae-Hwan
    • Journal of the Korean Wood Science and Technology
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    • v.19 no.3
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    • pp.35-44
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    • 1991
  • In this study, thickness 40mm glulams were composed of thickness 5mm, 10mm Quercus laminas and Pinus koraiensis laminas to study on the effect of load variation on transition of neutral axis of laminated veneer lumber(LVL). The transition of neutral axis was examined by strain variation, which was checked by strain gauge. amplifier, recorder, and strain meter. The elasticity of glulam was estimated by E = $\Sigma(E_i\;I_ i)$/I and this estimated elasticity values were compared with the elasticity values of glulam in bending. The result obtained can be summarized as follows: 1. The location of neutral axis of glulam was effected by glulam composition methods 2. The neutral axis did not shift by load variation within proportional limit. 3. The estimated elasticity of glulam by E = $\Sigma(E_i\;I_ i)$/I showed much lower value than the elasticity of glulam in bending.

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The Application of a Genetic Algorithm with a Chromosome Limites Life for the Distribution System Loss Minimization Re-Configuration Problem

  • Choi, Dai-Seub
    • Journal of the Korean Institute of Illuminating and Electrical Installation Engineers
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    • v.21 no.1
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    • pp.111-117
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    • 2007
  • This paper presents a new approach to evaluate reliability indices of electric distribution systems using genetic Algorithm (GA). The use of reliability evaluation is an important aspect of distribution system planning and operation to adjust the reliability level of each area. In this paper, the reliability model is based on the optimal load transforming problem to minimize load generated load point outage in each sub-section. This approach is one of the most difficult procedures and become combination problems. A new approach using GA was developed for this problem. GA is a general purpose optimization technique based on principles inspired from the biological evolution using metaphors of mechanisms such as natural selection, genetic recombination and survival of the fittest. Test results for the model system with 24 nodes 29 branches are reported in the paper.

The use of load pressure feedback in designing the high performance electro-hydraulic speed controller for large inertia system (대부하 전기유압시스템의 부하압력 피이드백에 관한 연구)

  • 김영대;이대옥;심재운
    • 제어로봇시스템학회:학술대회논문집
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    • 1987.10b
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    • pp.358-363
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    • 1987
  • It is widely noted that pressure feedback systems have been devised to damp the fluid resonance effectively in precision speed control-for large inertia system. A compensation technique preserving the natural output disturbance discrimination characteristics at lower frequencies is proposed The load pressure across positive displacement acceleration. The technique involves feeding back load differential pressure, sensed by pressure transducers, though a simple analog compensatory circuit (high pass filter). The effectiveness of the damping is determined by the filter time donstant and loop gain. Nonlinear total hydraulic simulation results verify the possibility of linear model predictions of extending the closed loop bandwidth beyond the uncompensated frequency.

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A Study on Dynamic Response Analysis of High Structure under Earthquake Load (지진하중을 받는 고층건물의 동적응답 해석에 관한 연구)

  • 배동명;신창혁
    • Journal of the Korean Society of Fisheries and Ocean Technology
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    • v.36 no.4
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    • pp.337-346
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    • 2000
  • Earthquake is a natural disaster accompanied by damage of human and properties caused by the ground motion, crustal movements, faults as well as tidal wave. The earthquake is known to occur mostly in earthquake-prone areas and the Korean Peninsula is known to be relatively safe in terms of geological characteristics. In order to withstand on severe environmental dynamic random load such as an earthquake, the large structure need to be designed to withstand the anticipated seismic tremor. The seismetic design is essential for building structures, bridges, and large structures which is handles explosive gases. Thus, the necessity of earthquake resistant analysis for large structure is growing and the capability of dynamic analysis should be obtained. In this thesis, dynamic responses of a high building(height 60m, width 18) which subjected to random earthquake load are presented which responses are derived using dynamic analysis methods such as response spectrum analysis, mode superposition and direct integration. Each results are also compared to review the merit of each methods.

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Solution for the Improvement in Structural Design & Application of PEB System for the Standard Livestock Housing(2008) (표준축사 모델에서 PEB시스템의 적용 및 구조설계 개선방안)

  • Park, Man-Woo;Do, Byung-Ho;Song, Jun-Ik
    • Journal of Animal Environmental Science
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    • v.15 no.1
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    • pp.17-28
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    • 2009
  • PEB system is more economical when compared with structures commonly used Hot rolled and welded light H-beam was introduced in the Standard Livestock Housing. This study suggested more economical technology for structural design by the reduction of live load, relief of deflection limit and reduction of importance factor. And, when applying wind Load as a result of examination with Low Rise Building Systems Manual considering open model, we can know that when the wind load is big, enclosed model is more stable than open model. In short, Suggesting more economical model and providing the method to reduce natural disaster, by the application of PEB system and the development of technology for structural design, are considered to strengthen the competitive power of farmhouse.

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Comparison Sediment load with Soil Loss Using Revised Universal Soil Loss Equation and Geo-Spatial Information System (지형공간정보체계와 토양유실모형을 이용한 토양유실량과 유사량에 대한 비교)

  • 박재훈;양인태;김동문;천기선
    • Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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    • v.18 no.3
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    • pp.225-231
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    • 2000
  • Soil loss by the rains has effect on natural environment. But It is difficult to find out the data that is surveyed in watershed. In this study, we combine RUSLE and GSIS, develop a program to automatically extract geo-factors to predict soil loss, and perform recurrent analysis against actual sediment load to bring out the relativity between soil loss and sediment load. Each factors need to RUSLE conducted by grid analysis. As the process to extract terrain factor became programming, the efficiency is rised.

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An Evaluation of Structural Test and Analysis for Composites Vehicle Structures of Automatic Guideway Transit (자동무인경전철 복합재 차체 구조물의 구조 시험 및 해석적 평가)

  • Ko, Hee-Young;Shin, Kwang-Bok;Cho, Se-Hyun;Kim, Dae-Hwan
    • Proceedings of the KSR Conference
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    • 2009.05a
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    • pp.1103-1108
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    • 2009
  • This paper describes the results of structural test and finite element analysis for rubber wheel-type Automatic Guideway Transit(AGT) made of aluminum honeycomb sandwich composites with WR580/NF4000 glass-fabric epoxy laminate face sheets. The static tests of vehicle structure were conducted according to JIS E7l05. These static tests have been done under vertical load, compressive load and 3-point support load. The structural integrity of AGT vehicle structure was evaluated by displacement, stress obtained from LVDT and strain gauges, and natural frequency. And finite element analysis using Ansys v11.0 was done to compare with the results of static test. The result showed that the results of structural integrity for static test were in an good agreement with these of finite element analysis.

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