• 한국전산구조공학회:학술대회논문집
• /
• 한국전산구조공학회 2001년도 봄 학술발표회 논문집
• /
• pp.425-432
• /
• 2001

This paper presents the studies of the characteristics of dynamic behavior of single layer latticed domes with laminated rubber bearing and establishes the effectiveness of the system. The base isolation system installed between base and structures reduces the responses due to earthquake motions and increases the natural period of structures. Numerical analysis is carried out using modal superposition method and Newmark-βmethod which is linear acceleration method with (equation omitted) : 1/2 and β : 1/6. The time interval Δt for response calculation is 0.001 sec. Damping ratio is 2 % as Rayleigh damping and El Centro NS(1940) as earthquake motion is the input excitation data. The acceleration response of dome with base isolation is reduced to 30 % of the response of non-isolation system. From the results of the numerical studies on the models, it is confirmed that base isolation system effectively suppresses the responses of the domes subjected to horizontal earthquakes.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2008년도 추계 학술발표회
• /
• pp.721-728
• /
• 2008

Top-Base Method is a stabilization method for light weight structures particularly in the soft ground. It is widely used for the increment of bearing capacity and the effect of restraining settlement when the bearing capacity of the ground is not enough. Top-shaped cone concrete foundations are installed in graveled laid over soft ground. The principle of the basic method is to maximize effect of dispersing the overburden pressure by increasing the contact area of the top-shaped cone. Therefore, the bearing capacity is increased and the settlement is decreased by the embedded resistance of pile part in the ground. In this paper, the plate bearing test was conducted to evaluate the feasibility of Top-Base foundation. Based on the test results, the coefficient of subgrade reaction, elastic modulus, and settlement of foundation on reclaimed land was derived.

• 디지털융복합연구
• /
• 제12권1호
• /
• pp.127-139
• /
• 2014

본 연구의 목적은 스마트폰 운영체제의 지배적 디자인을 결정하는 주요 요인이 무엇인지 제시하고 제시된 요인들과 사용만족 간의 논리적 인과관계를 검증하는데 있다. 이를 위해 지배적 디자인을 결정하는 스마트폰 운영체제의 주요 결정요인을 OS호환성, OS향상성, 사용자기반, 그리고 네트워크 효과 등으로 제시했다. 그리고 사용만족과의 논리적 인과관계를 실증분석했다. 연구결과, 스마트폰 운영체제의 OS호환성과 OS향상성은 사용기반 확대에 긍정적인 영향을 미치는 것으로 나타났다. 특히 OS향상성은 사용기반을 확대 시킬 뿐만 아니라 네트워크 효과를 강화시키는 원인으로 나타났다. 그리고 직접적으로 사용만족에도 긍정적인 영향을 미치는 것으로 나타났다. 연구결과는 그동안 실증연구가 이루어지지 않았던 운영체제의 지배적 디자인 결정과정에 대해 논리적 인과관계를 제시하여 학문적으로 뿐만 아니라 실무적으로도 크게 기여했다고 판단된다.

• 한국소음진동공학회논문집
• /
• 제25권6호
• /
• pp.432-439
• /
• 2015

In order to reduce the structure borne noise of the equipment sufficiently, its exciting force should be restricted and additional anti-vibration devices such as resilient mount and bellows should be applied. Since the structure borne noise is dependent on the design of the base for the equipment, it is very important to design the base with low vibration. Therefore, in this research, various types of the base design for the shipboard equipment are investigated to reduce the structure borne noise. In order to design the base with low vibration, the exciting force at the center of the gravity of the equipment is firstly defined through the experiment. Using the exciting force identified by experiments, various types of base designs for the typical turbo machine are evaluated by FEM(finite element method) analysis.

• 대한치과기공학회지
• /
• 제28권2호
• /
• pp.331-346
• /
• 2006

Free-end partial dentures, which are supported by teeth surrounded by dental root membranes and elastic mucous membrane tissues, may cause stress to the abutment teeth due to external force imposed on the denture base, increase the mobility of the abutment teeth, and bring about a change in the periodontal tissue. General retainers used in partial dentures are categorized into clasp, attachment, and Konus crown. Stress imposed on the abutment teeth and mobility of the denture base have relations with the lifetime of a crown and abutment teeth, and have direct relations with the chewing ability. Thus, a need arises to make a comparative analysis of stress of the three direct retainers on the abutment teeth and interpret the mobility of the denture base. This study designed three kinds of removable partial dentures (one kind of attachment partial denture, one kind of Konus crown partial denture, and one kind of clasp partial denture), and fabricated Dentiforms of bilateral partial dentures (Kennedy Class I) with lower left 1st premolar and lower right 1st and 2nd premolars being as the abutment teeth. A strain gauge was installed in the mesial and distal surface of the lowerr left 1st premolar (No. 34) of the fabricated dentiform and in the lower part of the denture base, and installed were a clasp partial denture, an attachment partial denture, and a Konus crown partial denture. Then, the vertical static load of 5kgf and 7.5kgf at the occlusion surface of the lower left No. 6 molar was generated for a total of 20 frequencies of load each using a push-full gauge, and thus a change in the output of the strain gauge was measured. With the respective application of Konus crown, attachment and RPI clasp in the free-end partial denture, surveyed was the distribution of stress imposed on the abutment teeth and the denture base according to the location of occlusion force load so as to come up with the following results. 1. Konus crown and attachment partial dentures generated much stress, and more stress on the abutment teeth than RPI clasp dentures did. Attachment dentures tended to further intensify stress on the abutment teeth than Konus crown dentures did. 2. Attachment dentures and Konus dentures imposed less stress on the denture base than RPI clasp dentures did. There was no stress difference between Attachment and Konus crown dentures. 3. Dentures that were designed with the application of retainers using sturdy linkage methods tended to be less mobile.

• 한국지반공학회논문집
• /
• 제39권4호
• /
• pp.31-44
• /
• 2023

선단확장형 마이크로파일은 시공시 강봉 선단에 확장 구조체를 설치하여, 강봉이 지중에 설치될 때 자중 등 압축하중이 작용하여 선단확장구가 팽창, 천공홀 주변 지반을 압착함으로써 선단부에서의 추가적인 마찰력 및 선단 지지력을 확보함으로써 지지력 증대효과를 유발하는 공법이다. 본 연구에서는 마이크로파일이 일반적으로 시공되는 풍화암 근입지반에 마이크로파일을 시공하고 재하시험을 수행하여 선단확장형 마이크로파일의 지지력 증대효과를 분석하였다. 정재하 시험 결과, 선단확장형 마이크로파일의 지지성능은 일반마이크로파일의 주면지지력 대비 약 12% 크게 발현됨을 확인하였다. 추가로, 하중전이분석을 통해 단위 주면지지력과 선단지지력을 비교한 결과, 최대 단위주면지지력은 일반 마이크로파일 대비 약 15.4%, 선단지지력의 경우, 약 315.1% 크게 나타나, 선단 지압구의 효과에 따라 지지력 증대효과가 발생함을 확인하였다.

• 한국전자통신학회논문지
• /
• 제9권9호
• /
• pp.991-998
• /
• 2014

임베디드 시스템(Embedded System)은 프로세서, 메모리 장치, 각종 입출력장치와 같은 하드웨어와 그 하드웨어를 제어하기 위한 소프트웨어가 탑재되어 동작한다. 본 논문에서는 오픈 모바일 플랫폼인 안드로이드를 기반으로 하는 ARM Cortex-A8 Core를 사용한 SAMSUNG의 S5PV210 CPU를 장착한 임베디드 시스템을 개발함으로서 효율적인 산업용 제어를 가능하게 하는 MPU 모듈 및 Base 보드를 설계 제작하여 구현하였다. 안드로이드 OS기반의 리눅스 커널을 통해 안드로이드 응용 계층의 네이티브 앱과 HTML5를 적용한 온도 및 습도 센서 모니터링 응용프로그램을 구현함으로서 본 논문에서 개발한 임베디드 플랫폼 설계의 적합성 및 타당성을 검증한다.

• 한국전산구조공학회:학술대회논문집
• /
• 한국전산구조공학회 2002년도 가을 학술발표회 논문집
• /
• pp.330-337
• /
• 2002

The HANARO seismic monitoring system is classified as non-nuclear safety(NNS), seismic category I, and quality class T The seismic monitoring system installed at the instrument room consists of five field sensors and one monitoring cabinet. The field sensors are composed of three triaxial accelerometers which installed at base slab, free field and overhead crane support respectively, a seismic trigger and a seismic switch at base slab. The most parts of analog system except field sensors are not produced any more, the improvement of the system is to be needed. The analog system with magnetic tape recorder is not only out-of-date model but dependent upon foreign technology. So it is difficult to get the spare parts and the cost to buy them is increased. Therefore we have improved the analog seismic monitoring system into a new digital seismic monitoring analysis system(SMAS) except five field sensors. After the installation of the new SMAS, we have carried out the site acceptance test(SAT) to confirm the field functions. The results of SAT satisfy the requirements of the fabrication technical specification. This new SMAS is operating at HANARO instrument room to acquire and analyse the signal of earthquake.

• KSII Transactions on Internet and Information Systems (TIIS)
• /
• 제9권11호
• /
• pp.4331-4346
• /
• 2015

The femtocell network, which is designed for low power transmission and consists of consumer installed small base stations, coexists with macrocells to exploit spatial reuse gain. For its realization, cross-tier interference mitigation is an important issue. To solve this problem, we propose a joint access and power control scheme that requires limited information exchange between the femto and macro networks. Our objective is to maximize the network throughput while satisfying each user's quality of service (QoS) requirement. To accomplish this, we first introduce two distributed interference detection schemes, i.e., the femto base station and macro user equipment based schemes. Then, the proposed scheme dynamically adjusts the transmission power and makes a decision on the access mode of each femto base station. Through extensive simulations, we show that the proposed scheme outperforms earlier works in terms of the throughput and outage probability.

• Earthquakes and Structures
• /
• 제3권3_4호
• /
• pp.315-340
• /
• 2012

There are many types of seismic isolation devices that are being used today for structural control of earthquake response in buildings. The most commonly used are sliding bearings and elastomeric bearings, the latter with or without lead core. An alternative solution is the use of steel springs combined with viscoelastic fluid dampers, which is the case discussed in this paper. An analytical study of a three-story building supported on helical steel springs and viscoelastic fluid dampers, GERB Control System (GCS), subjected to near-fault earthquakes is presented. Several earthquakes records have been obtained by the acceleration network installed in the isolated building and in its non-isolated twin since they were finished. These experimental results are analysed and discussed. The aim is to show that the spring-based system can be an alternative for base isolation of small building located near active faults.