• 한국조경학회지
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• 제20권2호
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• pp.1-17
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• 1992

This study was carried out to estimate the recreation carrying capacity of lawn areas in parks. Recreation carrying capacity in this study is composed of two parts, ecological carrying capacity and psychological carrying capacity. As the second part, this apper deals with the estimation of ecological carrying capacity based on user behavior. The study sites were located at Bomun Resort Complex in Kyungju, Korea. And the major species of the lawn areas was Zoysia japonica. The major results ar summarized as follows: 1. The mean numbers of user for the investigation days of peak season, were estimated as 792 people for the lawn area of Doturag World, and 588 people for Seorabul Plaza. The mean use time by user were 163 minutes and 197 minutes for each site. The weighted mean use time by each activity type(passive, active, and strolling) were estimated as 85 minutes, 45 minutes, and 50 minutes, respectively. 2. Forty kinds of diverse active recreation activities were classified into six types of activity categories. Male adults preferred "sports type" activities, whereas female adults and juveniles preferred "play type" activities. 3. Ecological carrying capacity for each level was estimated as 40.7㎡/man for optimum carrying capacity. And these values were calculated on the basis of total treading areas and treading time criteria for each carrying capacity level.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2007년 가을학술발표회
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• pp.373-382
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• 2007

In the vertical drain method, discharge capacity is generally one of the most important factor which affect on the estimation of the drain efficiency. However, adopting the drain considering discharge capacity only is not sufficiently considered method so that systematic criteria for adoption is necessary to choose the most suitable drain. Therefore, this study represents the application method considering behavior of the ground and vertical drain which is coupled together and ground improvement efficiency analyzing various cases of discharge capacity test performed in the recent soft ground improvement projects. According to the analysis, most drains tend to satisfy the required discharge capacity. It presents that deformed shape of the drains and well resistance estimation along the ground settlement, improvement efficiency by water content ratio along the depth and shear strength obtained after ground improvement should be considered altogether with the discharge capacity to select the proper drain. Also, appropriate adoption of drain material considering the ground condition is vital through analyzing the field measured data and comparing the result of the discharge capacity test as various vertical drain materials are being constructed continuously.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2009년도 춘계 학술발표회
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• pp.490-495
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• 2009

In this study, estimate solution of ultimate axial capacity for axial loaded pile is proposed using step-wised shape. This is verified for effective appling on realistic factor by calibration chamber tests. Estimation method of ultimate axial capacity in this study is verified by calibration chamber test. The results of ultimate axial capacity through this proposed method have sufficiently low standard derivations and COVs. Also, this is verified through test that method is similarly resulted with measured values.

• 대한산업공학회지
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• 제27권2호
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• pp.169-175
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• 2001

Most of studies on automated storage/retrieval (AS/R) system assumed that storage capacity is given, although it is a very important decision variable in the design phase. We propose a simple algorithm to estimate the required storage capacity, i.e., number of aisles and number of openings in vertical and horizontal directions in each aisle, of an AS/R system under stochastic demand, in which storage requests occur endogenously and exogenously while the retrieval requests occur endogenously from the machines. Two design criteria, maximum permissible overflow probability and maximum allowable storage/retrieval (S/R) machine utilization, are used to compute the storage capacity. This model can be effectively used in the design phase of new AS/R systems.

• 한국시뮬레이션학회논문지
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• 제10권3호
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• pp.71-82
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• 2001

Considering material handling delay which occurs between storage and processing stations, we propose an algorithm to estimate the required storage capacity, i.e., number of aisles and number of openings in vertical and horizontal directions in each aisle, of an automated storage/retrieval(AS/R) system. Due to the random nature of storage and retrieval requests, proportion of single and dual commands is not known in advance. Two design criteria, maximum permissible overflow probability and maximum allowable storage/retrieval(S/R) machine utilization, are used to compute the storage capacity. Most of studies assume that storage capacity of AS/R systems is given, although it is a very important decision variable in the design phase. Therefore, the proposed model can be effectively used in the design phase of new AS/R systems.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
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• pp.1083-1086
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• 2008

In this study, Estimate solutions of ultimate lateral resistances for lateral loaded piles are proposed using cone penetration values, $q_c$ values, as CPT results. Cone penetration values, $q_c$ values measured on clean sand layers, are represented by factors for relative densities, axial stresses, and lateral stresses which are important on analysis of sandy soil layers. Also, these factors are same factors to consider existed estimations of ultimate lateral capacity. In this study, estimation of ultimate lateral capacity for lateral loaded piles using CPT results is proposed, and this estimation is verified by adequate analysis for effective reliability.

• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 2000년도 제15차 학술회의논문집
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• pp.192-192
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• 2000

In this paper, a platoon merging is considered as a remote-controlled system with the state represented by a stochastic process. In this system, it becomes to encounter situations where a single decision maker controls a large number of subsystems, and observation and control signals are sent over a communication channel with finite capacity and significant transmission delays. Unlike classical estimation problem in which the observation is a continuous process corrupted by additive noise, there is a constraint that the observation must be coded and transmitted over a digital communication channel with finite capaci쇼. A recursive coder-estimator sequence is a state estimation scheme based on observations transmitted with finite communication capacity constraint. Using the coder-estimator sequence, the remote control station designs a feedback controller. In this paper, we introduce a stochastic model for the lead vehicle in a platoon of vehicles considering the angle between a road surface and a horizontal plane as a stochastic process. The simulation results show that the inter-vehicle distance and the deviation from the desired inter-vehicle distance are well regulated.

• 대한토목학회논문집
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• 제26권2D호
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• pp.251-258
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• 2006

본 연구에서는 개별차량의 차두시간분포 분석을 통해 고속도로 설계용량 산정모형을 개발하였으며 연구결과를 요약하면 다음과 같다. 교통류 기본관계와 차두시간 분포특성을 분석한 결과, 1) 개별차량 자료로부터 작성한 속도-교통량 관계는 선형을 이루지 않고 상당한 편차가 있는 분포를 이루고 있었으며, 2) 속도별 차두시간의 통계적 분포는 Pearson type V 분포의 형태로 추정하였을 경우 통계적 검정값이 가장 우수하였다. 새로운 고속도로 설계용량 산정모형은 기존 미국 도로용량편람의 용량의 정의에 본 연구의 결과인 속도별 최소차두시간의 통계적 정의를 포함시킴으로써 개발하였다. 새로운 고속도로 설계용량 산정모형에 의해 설계속도별로 산정한 용량수준을 기존의 용량편람에서 제시한 용량과 비교한 결과, 본 연구에서 제시한 도로설계 시 기준용량은 설계속도 80km/h 이하에서는 기존 용량편람보다 낮게, 설계속도 106km/h 이상에서는 기존 용량편람보다 높게 평가되었다. 더불어 본 연구 결과와 기존 용량편람의 큰 차이점은 용량을 확률분포로 정의함으로써 도로 설계 시 용량수준을 유연하게 적용할 수 있다는 사실이다. 다시 말해 본 연구는 도로설계 시 차로수 산정에 있어 기존의 단 한대의 추가 수요가 발생하더라도 한 차로를 추가하여야 하는 비효용에 대한 이론적 반론을 제시하고 있다.

• 전기전자학회논문지
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• 제23권2호
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• pp.469-473
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• 2019

신재생 발전 자원의 경우 기존 설비와 다르게 기후 환경적 요소에 의해 공급능력이 결정되기 때문에 신재생 발전 자원의 공급능력 산정을 위해 실효공급용량 계산이 필요하다. 본 연구에서는 신재생 발전 자원의 공급능력 추정 방법에 대한 국내 외 사례조사와 국내 제주 계통의 데이터를 이용한 검증 내용을 담고 있다. 본 논문은 신재생 발전 비율이 높은 제주계통을 별도로 신재생 발전 자원의 실효 공급능력을 추정한 것으로 기존 국내 연구와 차별성이 있다.

• 한국지반공학회논문집
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• 제25권2호
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• pp.37-44
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• 2009

본 연구에서는 대표적인 원위치현장시험인 CPT의 콘관입치 $q_c$ 값을 이용하여 말뚝의 극한수평단위지지력과 극한수평지지력을 산정하는 예측식들을 제안하고, 검증하였다. 일반적으로 기존 극한수평단위지지력과 극한수평지지력은 사질토지반에서 중요한 요소인 상대밀도, 연직응력, 그리고 다양한 토압계수들에 대한 함수로 표현하여 왔다. 하지만 이들은 수평음력에 대한 영향을 고려하지 않았으며, 말뚝 주변지반이 단 일층으로 구성되어 있다고 가정하여 실제 현장에서의 영향을 고려하지 않았다. 따라서 본 연구에서는 이에 대한 영향을 고려할 수 있는 CPT 결과를 이용한 극한수평단위지지력 산정식과 극한수평지지력을 산정하는 방법을 제안하였다. 이는 순수사질토에 대상으로 하고 있으며, 그에 대한 해석을 위해 적합한 대상지반을 대상으로 제안된 산정식의 신뢰성을 확보하였다.