• 정보처리학회논문지:컴퓨터 및 통신 시스템
• /
• 제6권11호
• /
• pp.453-462
• /
• 2017

본 논문에서는 SDN (Software Defined Networking) 오픈소스 프레임워크인 오픈데이라이트(ODL, OpenDaylight) 컨트롤러 클러스터 환경에서 클러스터의 구조를 분석하며 고가용성(High availability)을 지원하는 컨트롤러 클러스터의 동작 방식을 다룬다. 또한 Raft 알고리즘의 리더 선정(Leader Election) 과정을 분석하고 효율적인 시스템 운용을 위한 Leader Election 과정의 개선 방안을 제안한다. 이와 함께 샤드(Shard) 리더와 샤드 팔로어의 성능차이를 제시하고, 기존과 제안 방식의 컨트롤러 클러스터의 성능을 비교 분석한다. 실험의 결과에 따르면 리더의 성능은 팔로어의 성능보다 좋으며 하나의 컨트롤러로 요청이 집중되어 전달될 때보다 분산된 컨트롤러로 요청이 전달될 때의 성능이 더 좋다. 따라서 제안 기법을 통하여 컨트롤러로의 요청을 분산함으로써 성능을 높일 수 있다.

• 한국지반환경공학회 논문집
• /
• 제8권3호
• /
• pp.67-75
• /
• 2007

본 연구에서는 말뚝지지 전면기초의 거동특성을 파악하기 위하여 사질토 지반에서 실내 모형실험을 실시하였으며, 그 결과를 수치해석 및 해석적 방법과 비교 검토하는 연구를 수행하였다. 실내 모형실험에서는 동일한 지반조건, 말뚝조건 및 하중조건에서 말뚝지지 전면기초와 비접촉 무리말뚝에 대한 모형실험을 수행하였으며, 단말뚝과 래프트에 대해서도 동일한 조건으로 모형실험을 실시하였다. 그리고 말뚝간격과 길이, 말뚝배열 및 지반조건을 변화시켜 래프트의 하중부담률을 조사하였다. 모형실험 결과들은 말뚝지지 전면기초의 해석프로그램인 DEFPIG, 해석적 방법과 Phung 방법의 결과들과 비교 및 검토하였다. 본 연구 결과에 의하면, 래프트의 하중분담률은 말뚝간격과 길이 및 지반의 상대밀도에 따라 변화하며, Phung 방법의 결과가 모형실험 결과와 가장 유사한 것으로 평가되었다.

• 한국지반환경공학회 논문집
• /
• 제13권6호
• /
• pp.67-72
• /
• 2012

본 연구에서는 사질지반에서 말뚝전면기초와 전면기초와의 거동을 유한요소해석을 이용하여 비교하였다. 25개의 시추공의 표준관입시험의 결과를 이용하여 구한 토질정수를 유한요소해석에 사용하였다. 말뚝을 사용하지 않은 전면기초의 경우 $8m{\times}8m$ and $15m{\times}15m$의 크기의 정규화된 침하계수는 각각 1.02~1.15 and 0.64~0.81의 범위로 나타났다. 전면기초의 두께는 부등침하와 휨모멘트에 영향을 미치고 하중분담과 최대침하에는 큰 영향이 없었다. 말뚝의 간격은 최대침하와 부등침하, 휨모멘트에, 말뚝의 하중분담에 영향을 받고 반면에 부등침하와 휨모멘트는 말뚝의 길이에는 큰 영향을 미치지 않는 것으로 나타났다.

• Geomechanics and Engineering
• /
• 제10권5호
• /
• pp.599-615
• /
• 2016

The present research presents experimental and finite element studies to investigate the behavior of piled raft-tunnel system in a sandy soil. In the experimental work, a small scale model was tested in a sand box with load applied vertically to the raft through a hydraulic jack. Five configurations of piles were tested in the laboratory. The effects of pile length (L), number of piles in the group and the clearance distance between pile tip and top of tunnel surface (H) on the load carrying capacity of the piled raft-tunnel system are investigated. The load sharing percent between piles and rafts are included in the load-settlement presentation. The experimental work on piled raft-tunnel system yielded that all piles in the group carry the same fraction of load. The load carrying capacity of the piled raft-tunnel model was increased with increasing (L) for variable (H) distances and decreased with increasing (H) for constant pile lengths. The total load carrying capacity of the piled raft-tunnel model decreases with decreasing number of piles in the group. The total load carrying capacity of the piles relative to the total applied load (piles share) increases with increasing (L) and the number of piles in the group. The increase in (L/H) ratio for variable (H) distance and number of piles leads to an increase in piles share. ANSYS finite element program is used to model and analyze the piled raft-tunnel system. A three dimensional analysis with elastoplastic soil model is carried out. The obtained results revealed that the finite element method and the experimental modeling are rationally agreed.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2002년도 기초기술위원회 워크샵
• /
• pp.102-117
• /
• 2002

The general design practice for piled footings is based on the assumption that the piles are free-standing, and that all the external loads are carried by the piles, with any contribution of the footing being ignored. This approach is not reasonable, because the footing itself is actually in direct contact with the soil, and thus carries a significant fraction of the loads. In the case of not considering the bearing capacity of footing, the bearing capacity of group piles can be evaluated conservatively in the designing the group piles. There are a number of reasons why the idea of piled raft design with considering the capacity of footing has not become widely used. One of the reasons is the lack of reliable calculation methods for estimating the behavior of piled raft. In this study the bearing capacity, settlement, load distribution, etc. of piled raft footing are studied.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2007년 가을학술발표회
• /
• pp.692-700
• /
• 2007

There are several types of foundations for light-weight structures, such as low story buildings, on soft clay deposits. Those foundations, such as piled raft, compensated foundation, mat foundation, floating foundation are commonly used rather then end-bearing piles to get more benefits on the construction and cost savings. In this study, settlement behaviors are computed and compared for several types of foundations on soft clay deposits. Also, theoretical expressions of parameters for piled raft system were provided with co-relations for design purposes. The predictions of settlements of piled rafts foundation are proposed based on the pile dimensions and design loads. From this study, the piled raft foundations is more benefits for reducing the settlement of clay deposits, and it is found that the piled raft system is applicable and effective on thick clay deposits, and that differential settlements of the foundation should be managed by designing the configuration of pile lengths.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2000년도 가을 학술발표회 논문집
• /
• pp.269-276
• /
• 2000

Granular compaction piled raft systems have been effectively used in soft ground foundation to improve not only settlement but also bearing capacity. In the present study, to examine the behavior characteristics and bulging failure zone on granular compaction piled raft system, carbon rod tests have been performed. The test results are compared with the zone of bulging failure and the effects of pile-pile interaction obtained from the analytical approaches. In addition, parametric studies are peformed with considering pile slenderness ratio, Poisson's ratio and load sharing ratio.

• 태양에너지
• /
• 제17권1호
• /
• pp.79-91
• /
• 1997

Thermal energy storage system used a storage tank is a reasonable method to solve energy problem. In thermal energy storage system, energy collected from many types of heat source is stored in a storage tank and then supply to load at the time is in demand. In this study, flow characteristics and storage efficiency were analysed by using a insulated raft in longterm hot water storage system. From the experiment it is found that insulated raft has a important role in longterm hot water storage system and storage efficiency can be obtained to 96% using inletport type and insulated raft together.

• Geomechanics and Engineering
• /
• 제5권6호
• /
• pp.519-540
• /
• 2013

This paper presents an optimal design method for determining pile lengths of piled raft foundations. The foundation settlement is evaluated by taking into account the raft-pile-soil interaction. The analysis of settlement is simplified by using Steinbrenner's equation. Then the total pile length is minimized under the settlement constraint. An extended sequential linear programming technique combined with an adaptive step-length algorithm of pile lengths is used to solve the optimal design problem. The accuracy of the simplified settlement analysis method and the validity of the obtained optimal solution are investigated through the comparison with the actual measurement result in existing piled raft foundations.

• 한국컴퓨터정보학회:학술대회논문집
• /
• 한국컴퓨터정보학회 2018년도 제57차 동계학술대회논문집 26권1호
• /
• pp.9-10
• /
• 2018

SDN 환경에서 여러 컨트롤러의 동기화는 중요한 문제로 대두되었다. 모든 컨트롤러의 네트워크 상태가 동일한지 여부를 확인하려면 컨트롤러를 효율적으로 동기화하기 위한 합의과정이 필요하다. 하지만 합의 과정에서 일어나는 지도자 선출과정이 임의적이기 때문에 시스템 상에서 시간지연이 일어날 수 있다. 본 논문에서 제안하는 우선순위 기반 Raft 알고리즘은 동기화 프로세스를 제어하는 강력한 지도자를 선택하여 동기화로드에서 시간을 절약할 수 있다.