• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2008년도 춘계 학술발표회 제20권1호
• /
• pp.53-56
• /
• 2008

본 연구는 주거용 고층 건물에서 폭넓게 사용되고 있는 플랫 플레이트 구조에서 장방형 기둥-슬래브 접합부를 대상으로 실시한 6개의 실험결과를 분석한 것이다. 연구의 목적은 지진하중과 같이 반복적으로 작용하는 횡하중에 대하여 기둥 단면의 형상비(${\beta}$c=$c_1/c_2$)에 따른 접합부의 이력거동을 비교 평가 하는 것이다. 기둥 형상비는 $b_o$가 일정해 지도록 0.33${\sim}$3($c_1/c_2$=1/3, 1/1, 3/1)으로 선정하였다. 슬래브 휨철근비는 1.0%, 1.5%로 변화시켰으며, 중력전단력비($V_g/V_c$) 등 접합부의 이력거동에 영향을 줄 수 있는 다른 영향인자들은 일정한 조건으로 계획하여 기둥 형상비의 영향을 고찰할 수 있도록 하였다. 실험을 통해서 뚫림전단파괴 양상과 균열 패턴, 접합부의 강성, 변형능력 등을 변수에 따라 분석하였다.

• Steel and Composite Structures
• /
• 제24권4호
• /
• pp.399-408
• /
• 2017

Of high strength bolts, the torque shear type bolt is known to be clamped normally when pin-tails are broken. Sometimes the clamping loads on slip critical connections considerably fluctuate from the required tension due to variation of torque coefficient. This is why the viscosity of lubricant affects the torque coefficient by temperature. In this study, the clamping tests of high strength bolts were performed independently at laboratory conditions and at outdoor environment. The temperatures of outdoor environment candidates were ranged from $-11^{\circ}C$ to $34^{\circ}C$ for six years. The temperature at laboratory condition was composed from $-10^{\circ}C$ to $50^{\circ}C$ at each $10^{\circ}C$ interval. At outdoor environment conditions, the clamping load of high strength bolt was varied from 159 to 210 kN and the torque value was varied from 405 to 556 Nm. The torque coefficients at outdoor environment were calculated from 0.126 to 0.158 when tensions were measured from 179 to 192 kN by using tension meter. The torque coefficients at outdoor environment conditions were analyzed as the range from 0.118 to 0.152. From these tests, the diverse equations of torque coefficient, tension dependent to temperature can be acquired by statistic regressive analysis. The variable of torque coefficient at laboratory conditions is 0.13% per each $1^{\circ}C$ when it reaches 2.73% per each $1^{\circ}C$ at outdoor environment conditions. When the results at laboratory conditions and at outdoor environment were combined to get the revised equations, the change in torque coefficient was modified as 0.2% per each $1^{\circ}C$ and the increment of tension was adjusted as 1.89 % per each $1^{\circ}C$.

• Earthquakes and Structures
• /
• 제8권3호
• /
• pp.699-712
• /
• 2015

Bracing structures with off-centre bracing system is one of the new resistant systems that frequently used in the frame with pin connections. High ductility, high-energy dissipation and decrease of base shear are advantages of this bracing system. However, beside these advantages, reconstruction and hard repair of off-centre bracing system cause inappropriate performance in the earthquake. Therefore, in this paper, the goal is investigating the behavior of this type of bracing system with ductile element (circular dissipater), in order to providing replacement of damaged member without needing repair or reconstruction of the general system. To achieve this purpose, some numerical studies have been performed using ANSYS software, a frame with off-centre bracing system and optimum eccentricity (OBS-C-O) and another frame with the same identifications without ductile element (OBS) has been created. In order to investigate precisely on the optimum placement of circular elements under monotonic load again three steal frames were modeled. Furthermore, the behavior of this general system investigated for the first time, linear and nonlinear behavior of these two steel frames compared to each other, to achieve the benefit of using the circular element in an off-centre bracing system. Eventually, the analytical results revealed that the performance of steel ring at the end of off-centre braces system illustrating as a first defensive line and buckling fuse in the off-centre bracing system.

• 한국통신학회논문지
• /
• 제30권12C호
• /
• pp.1239-1247
• /
• 2005

자기유사성 TCP 네트워크에서 양방향 트래픽 경로를 통해 동일한 종단 노드 쌍 사이에 전송하는 무선네트워크에서 TCP 성능을 높이는 것이 중요하다. 무선링크에서 두개 또는 그이상의 TCP 연결로부터 생긴 트래픽 제약 패턴 사항을 MPEC 비디오 제어에 다중시간 간격 혼잡제어로 적용한다. TCP 업데이트 변수로 TCP를 확장하여 함수 호출 형태로도 수행하고, 또 RTT가 결정한 피드백 루프의 한계를 넘어서는 정보의 형태로 조정하는 LTS 모듈과 TCP를 연계시키는 방법을 연구한다. TCP 처리율에서 LTS 구성요소 없는 TCP 처리율의 비율을 비교 측정하여 메타컨트롤에 의해 공정성을 입증하고, RTT가 증가하면 피드백에 전달하는 혼잡제어 연결의 수가 증가되어 성능이 개선됨을 나타낸다.

• Mycobiology
• /
• 제46권4호
• /
• pp.407-415
• /
• 2018

Pheromone (PHB)-receptor (RCB) interaction in the mating pheromone response pathway of Lentinula edodes was investigated using synthetic PHBs. Functionality of the C-terminally carboxymethylated synthetic PHBs was demonstrated by concentration-dependent induction of a mating-related gene (znf2) expression and by pseudoclamp formation in a monokaryotic strain S1-11 of L. edodes. Treatment with synthetic PHBs activated the expression of homeodomain genes (HDs) residing in the A mating type locus, and of A-regulated genes, including znf2, clp1, and priA, as well as genes in the B mating type locus, including pheromone (phb) and receptor (rcb) genes. The synthetic PHBs failed to discriminate self from non-self RCBs. PHBs of the B4 mating type (B4 PHBs) were able to activate the mating pheromone response pathway in both monokaryotic S1-11 and S1-13 strains, whose B mating types were B4 (self) and B12 (non-self), respectively. The same was true for B12 PHBs in the B4 (non-self) and B12 (self) mating types. The synthetic PHBs also promoted the mating of two monokaryotic strains carrying B4-common incompatible mating types ($A5B4{\times}A1B4$). However, the dikaryon generated by this process exhibited abnormally high content of hyphal branching and frequent clamp connections and, more importantly, was found to be genetically unstable due to overexpression of mating-related genes such as clp1. Although synthetic PHBs were unable to discriminate self from non-self RCBs, they showed a higher affinity for non-self RCBs, through which the mating pheromone response pathway in non-self cells may be preferentially activated.

• 콘크리트학회논문집
• /
• 제21권5호
• /
• pp.549-556
• /
• 2009

이 연구에서는 프리캐스트 콘크리트 구조시스템에서 기존에 사용되고 있는 벽체의 수직접합부의 시공 및 문제점을 최소화하기 위해 접합부의 폭을 100 mm에서 150 mm로 증가시키고 연결방식을 3가지로 하여 구조적 성능 및 적용성에 대해 분석하였다. 또한, 해석적으로 구조적 성능을 파악하기 위해 비선형 유한 요소 해석법으로 분석하였다. 분석 결과, 광폭형 연결부를 가진 접합부를 적용하였을 때, PC벽체에 가해지는 하중을 더 효율적으로 철근이 분담하여 내력이 증가하고 연성적인 거동을 하는 것으로 나타났다. 또한, 접합부 루프근의 단면적이 커질수록 그리고 철근 개수가 증가할수록 최대내력이 증가하며 광폭형 접합부 형식 중에 용접형-링형-C형의 순서로 내력이 큰 것으로 나타났다. 용접형의 경우 현장조건에 따른 변화가 발생할 수 있으므로 광폭형 연결 부위를 링형 접합부로 하는 것이 안정적인 거동을 하며 현장 용접의 철저한 품질관리가 필요하다.

• Structural Engineering and Mechanics
• /
• 제18권4호
• /
• pp.389-410
• /
• 2004

In this study, theoretical and experimental results are presented which were obtained during an investigation of the influence of the $P-{\Delta}$ effect that was caused by the simultaneous changing of the axial load P of the column and the lateral displacement ${\Delta}$ in the external beam-column joints. The increase or decrease of ${\Delta}$ was simultaneous with the increase or decrease of the axial compression load P and caused an additional influence on the aseismic mechanical properties of the joint. A total of 12 reinforced concrete exterior beam-column subassemblies were examined. A new model, which predicts the beam-column joint ultimate shear strength, was used in order to predict the seismic behaviour of beam-column joints subjected to earthquake-type loading plus variable axial load and $P-{\Delta}$ effect. Test data and analytical research demonstrated that axial load changes and $P-{\Delta}$ effect during an earthquake cause significant deterioration in the earthquake-resistance of these structural elements. It was demonstrated that inclined bars in the joint region were effective for reducing the unfavourable impact of the $P-{\Delta}$ effect and axial load changes in these structural elements.

• 천문학회보
• /
• 제37권2호
• /
• pp.110.1-110.1
• /
• 2012

We studied the source regions of 12 solar energetic particle (SEP) events seen between 2010 August and 2012 January at STEREO-A, B and ACE, when the two STEREO spacecraft were separated by about $180^{\circ}$. All events were associated with strong flares (C1 - X6) and fast coronal mass ejections (CMEs) accompanied by type II radio bursts. We have determined the arrival times of the SEP events at the three spacecraft. EUV waves observed in $195{\AA}$ and $193{\AA}$ channels of STEREO and SDO/AIA are tracked across the Sun and the arrival time of the EUV wave at the photospheric source of open field lines extending to the spacecraft connection points at 2.5 Rsun estimated. We found 7 events with flux enhancements in all spacecraft and 4 in two spacecraft. Most events came from a single source. The results show that magnetic field connections between source regions and the spacecraft play an important role in abrupt flux enhancements. In the most cases, EUV waves at the Sun are associated with a wide longitudinal spread of the SEPs.

• Steel and Composite Structures
• /
• 제6권5호
• /
• pp.367-386
• /
• 2006

This paper describes the results of a numerical investigation of the large deflection behaviour of steel beams under fire conditions, taking into consideration the effect of catenary action provided by the surrounding structures. The main focus is on the development, validation and application of a simplified calculation method that may be adopted in design calculations. Because no experimental result is available for validation of the simplified calculation method, the finite element program ABAQUS has been used to simulate the large deflection behaviour of a number of steel beams so as to provide alternative results for validation of the proposed method. Utilising catenary action has the potential of eliminating fire protection to all steel beams without causing structural failure in fire. However, practical application of catenary action will be restricted by concerns over large beam deflection causing integrity failure of the fire resistant compartment and additional cost of strengthening the connections and the surrounding structures to resist the catenary forces in the steel beams. This paper will provide a discussion on practical implications of utilising catenary action in steel beams as a means of eliminating fire protection. A number of examples will then be provided to illustrate the type of steel framed structure that could benefit the most from exploiting catenary action in fire resistant design.

• Steel and Composite Structures
• /
• 제23권4호
• /
• pp.385-397
• /
• 2017

Currently, CFRP (Carbon Fiber Reinforced Polymer) plate bonding is used quite extensively as a strengthening method. In this technique, a composite CFRP plate or sheet of relatively small thickness is bonded with an adhesion material to steel or concrete structure in order to improve its structural behavior and strength. The sheets or plates do not require much space and give a composite action between the adherents. In this study, the rotation capacity of CFRP-strengthened cold-formed steel (CFS) beams has been evaluated through numerical investigation. Studies on different structural levels have been performed. At the beam level, C-section has been adopted with different values of profile thickness, web height, and flange width. At the connection level, a web bolted moment resistant type of connection using through plate has been adopted. In web-bolted connections without CFRP strengthening, premature web buckling results in early loss of strength. Hence, CFRP sheets and plates with different mechanical properties and geometric configurations have been examined to delay web and flange buckling and to produce relatively high moment strength and rotation capacity. The numerical results reveal that CFRP strengthening may increase strength, initial stiffness, and rotation capacity when compared with the case without strengthening.