• 한국지진공학회논문집
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• 제23권3호
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• pp.191-199
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• 2019

To calculate proper seismic design load and seismic design category, the exact site class for construction site is required. At present, the average shear-wave velocity for multi-layer soil deposits is calculated by the sum of shear-wave velocities without considering of vertical relationship of the strata. In this study, the transfer function for the multi-layered soil deposits was reviewed on the basis of the wave propagation theory. Also, the transfer function was accurately verified by the finite element model and the eigenvalue analysis. Three methods for site period estimation were evaluated. The sum of shear-wave velocities underestimated the average shear-wave velocities of 526 strata with large deviations. The equation of Mexican code overestimated the average shear-wave velocities. The equation of Japanese code well estimated the average shear-wave velocities with small deviation.

• Korean Journal of Hydrosciences
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• 제7권
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• pp.61-75
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• 1996

The purpose of this study is to develop an efficient model for the least cost design of multi-site detention systems. The IDP (Incremental Dynamic Programming) model for optimal design is composed of two sub-models : hydrologic-hydraulic model and optimization model. The objective function of IDP is the sum of costs ; acquisition cost of the land, construction cost of detention basin and pumping system. Model inputs include channel characteristics, hydrologic parameters, design storm, and cost function. The model is applied to the Jung-Rang Cheon basin in Seoul, a watershed with cetention basins in multiple branching channels. The application results show that the detention system can be designed reasonably for various conditions and the model can be applied to multi-site detention system design.

• Steel and Composite Structures
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• 제26권2호
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• pp.197-211
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• 2018

The study presents the earthquake performance of the Bosphorus Bridge under multi-point earthquake excitation considering the spatially varying site-specific earthquake motions. The elaborate FE model of the bridge is firstly established depending on the new considerations of the used FEM software specifications, such as cable-sag effect, rigid link and gap elements. The modal analysis showed that singular modes of the deck and the tower were relatively effective in the dynamic behavior of the bridge due to higher total mass participation mass ratio of 80%. The parameters and requirements to be considered in simulation process are determined to generate the spatially varying site-specific ground motions. Total number of twelve simulated ground motions are defined for the multi-support earthquake analysis (Mp-sup). In order to easily implement multi-point earthquake excitation to the bridge, the practice-oriented procedure is summarized. The results demonstrated that the Mp-sup led to high increase in sectional forces of the critical components of the bridge, especially tower base section and tensile force of the main and back stay cables. A close relationship between the dynamic response and the behavior of the bridge under the Mp-sup was also obtained. Consequently, the outcomes from this study underscored the importance of the utilization of the multi-point earthquake analysis and the necessity of considering specifically generated earthquake motions for suspension bridges.

• 한국수자원학회논문집
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• 제46권10호
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• pp.989-995
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• 2013

본 연구는 상관 다기능 저류지의 조성을 가상적으로 설정하여 환경개선용수 공급편익을 추정하고자 한다. 이를 위해 국민들의 지불의사액(WTP, willingness to pay)을 유도할 수 있는 설문조사기법인 조건부 가치측정법을 적용한다. 조사결과 많은 응답자들은 영의 WTP를 밝혔다. 이러한 영의 WTP를 다루기 위해 본 연구에서는 스파이크 모형을 적용한다. 분석결과 환경개선용수 공급편익은 사업지에 대해 가구당 연간 1,393.7원, 비사업지에 대해 가구당 연간 2,237.7원으로 추정되었다. 이 값을 전국으로 확장하면 연간 383.6억원에 달한다. 이러한 분석결과는 환경개선용수의 공급편익과 관련된 투자의 적정수준 결정 및 관리정책 결정에 있어서 유용하게 활용될 수 있을 것이다.

• 품질경영학회지
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• 제31권1호
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• pp.21-41
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• 2003

The purpose of this research is to identify if psychological temptation, site quality and sense of community influence user's flow and addiction and if causalities among flow, addiction, customer satisfaction and customer loyalty are different between Korean and Japanese online games. To perform our research, we use MCSF(Multi-group Confirmatory Factor Analysis) and MSEM(Multi-group Structural Equation Model). The empirical results of SEM(Structural Equation Model) including high-order factor analysis indicate that all of paths in our model are the same for both countries. Therefore, site quality and sense of community have impacts on the flow, while on the other hand, psychological temptation has impacts on the addiction. Customer satisfaction and loyalty are positively related not with the addiction but with the flow. In addition, customer loyalty is significantly influenced by the flow and the customer satisfaction. In Conclusion, the empirical results of MSEM(Multi-group Structural Equation Model) indicate sense of community to flow, flow to loyalty and customer satisfaction to loyalty are different between Korea and Japan. This indicates that companies to penetrate into Japa online game industry should have a concern with Japanese Social and Cultural features and to develop strategies which correspond with Japanese culture.

• 물과 미래
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• 제12권2호
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• pp.63-69
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• 1979

The sequences of monthly streamflows constitute a non-statonary time series. The purely stochastic model has been applied to data generation of non-stationary time series. Tow different mothods--single site and multisite generation--have been used on the hydrologic time series. In this study the synthetic generation method by bivariate analysis, studied by Thomas Fiering, one of multi-site models, has been applied to the historical data on monthly streamflows at two sites in Nakdong River, and also for validity of this model the single site Thomas Fiering model applied. Through statistical analysis it has been shown that the performance of bivariate Thomas Fiering model was better than that of the other. By comparison of mean and standard deviaion between the historical and the generated, and cross correlogram interpretation, it has been known that the model used herein has good performance to simultaneously generate the monthly streamflows at two sites in a river hasin.

• 한국수자원학회논문집
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• 제53권12호
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• pp.1143-1157
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• 2020

본 연구에서는 SWAT-CUP을 이용한 SWAT 모형의 검·보정 과정에서 다중 관측 지점 및 변수를 고려한 분석의 기준을 제시하였으며, 이의 적용을 위해 용담시험유역에서 장기 관측된 유량, 토양수분량, 그리고 증발산량을 활용한 모의수행 및 유역의 수문 유출특성과 물순환 관점의 물수지를 검토하였다. 모형은 유역 내 다중 관측 자료의 특성을 반영할 수 있도록 순차적 보정 방법과 SWAT-CUP에서의 최적 매개변수 값 산정을 위한 모의 실행 및 반복 횟수 설정(초기 1,000회 모의 실행, 이후 500회 모의 반복), 그리고 전체 및 부분 수행 등을 통해 소유역별 각기 다른 매개변수 값으로 보정하였으며(유역출구 유량 ENS 0.85, R2 0.87, 그리고 PBIAS -7.6%), 이를 유역출구 지점에 대해 순차적이 아닌 일괄 적용한 분석결과(ENS 0.52, R2 0.54, 그리고 PBIAS -22.4%)와 비교하여 그 방법상의 우위를 확인하였다. 총 15개년의 모의 결과로부터 용담댐 유역의 직접유출은 35%, 기저 및 중간유출과 회귀유량을 합한 값은 65%로 전체 유출률은 53%이며, 증발산량은 전체 강우의 39%에 상당하는 양이 발생하는 것을 파악할 수 있었으며, 아울러 소유역별 연간 총 유출량(일평균 21.8 m3/sec) 등을 포함한 물이용 가능 수량은 연간 총 6.96억 m3으로 소유역별로는 약 540 ~ 900 mm로 분석되었다.

• 한국해안해양공학회지
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• 제9권2호
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• pp.97-104
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• 1997

포한신항내 2개 정점에서의 현장관측자료와 수치실험 결과를 비교·검증하여 쌍곡형 수치모형의 적용성을 검토하였다. 단일 방향 규칙파를 입사파 조건으로 사용한 경우 정점 P2, P3에서 관측치와의 오차가 각각 약 12,26％로 제시되었으며, 다방향 성분파를 입사파 조건으로 사용한 경우 2개 정점에서의 오차가 각각 약 4,16％로 나타나 대략 9％ 개선된 결과를 얻었다. 포항신항의 1994년의 평면 배치와 제4 투기장 완공후의 평면 배치에 대하여 다방향 성분파를 입사파 조건으로 하여 항내정온도의 개선 상태를 평가하였다. 그 결과, 제4 투기장계획에서 연장된 200m의 북방파제만으로는 제7 부두에서 하역불능시간이 긴 문제를 해결하기가 어려울 것으로 사료된다.

• 미생물학회지
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• 제29권4호
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• pp.209-214
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• 1991

The PRD1 DNA polymerase is a small multi-functional enzyme containing conserved amino acid sequences shared by family B DNA polymerases. Thus the PRD1 DNA polymerase provides an useful model system with which to study structure-functional relationships of DNA polymerase molecules. In order to investigate the functional and structural roles of the highly conserved amino acid sequences, we have introduced three mutations into a conserved amino acid of the PRD1 DNA polymerase. Genetic complememtation study indicated that each mutation inactivated DNA polymerase catalytic activity.

• 한국건설관리학회논문집
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• 제24권5호
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• pp.73-82
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• 2023

Optimization of Construction Site Layout Planning (CSLP) heavily relies on workers' travel paths. However, traditional path generation approaches predominantly focus on the shortest path, often neglecting critical variables such as individual wayfinding tendencies, the spatial arrangement of site objects, and potential hazards. These oversights can lead to compromised path simulations, resulting in less reliable site layout plans. While Deep Reinforcement Learning (DRL) has been proposed as a potential alternative to address these issues, it has shown limitations. Despite presenting more realistic travel paths by considering these variables, DRL often struggles with efficiency in complex environments, leading to extended learning times and potential failures. To overcome these challenges, this study introduces a refined model that enhances spatial navigation capabilities and learning performance by integrating workers' visibility into the reward functions. The proposed model demonstrated a 12.47% increase in the pathfinding success rate and notable improvements in the other two performance measures compared to the existing DRL framework. The adoption of this model could greatly enhance the reliability of the results, ultimately improving site operational efficiency and safety management such as by reducing site congestion and accidents. Future research could expand this study by simulating travel paths in dynamic, multi-agent environments that represent different stages of construction.