Earticle

Elastomeric bearing is used as one of the most useful way for isolation structures, because the horizontal stiffness is much lower than the vertical stiffness. In the design criteria of Elastomeric bearing, the stability of the bearings is evaluated by shear strain due to compression, lateral displacement, and rotation. The question how soft rubber can sustain heavy structure is now able to be solved by Ultimate capacity test of Laminated Elastomeric Bearings, which results 1,200kg/$\textrm{cm}^2$ of the max. compressive stress and this shows what a sufficient safety factor Elastomeric bearing has !

The calyx extract of Campsis grandiflora displayed inhibitory activity against protein kinase C from the bovine brain. Separation guided by protein kinase C enzyme assay and bleb forming assay led to isolation of a potent protein kinase C inhibitor that was identified as a known phenylpropanoid glycoside, verbascoside. It suppressed completely bleb-formation of K562 cell surface induced by phorbol 12,13-dibutylate at the concentration of 60 $\mu\textrm{g}$/ml and IC$_{50}$ of the protein kinase C occured at 20 $\mu{M}$. This compound was tested for cytotoxic activity against ten human tumor cell lines in vitro. it exhibited moderate cytotoxic activity against skin tumor cell line M14 (IC$_{50}$ 2.2 $\mu\textrm{g}$/ml) and very weak cytotoxicity against other cell lines (IC$_{50}$>10 $\mu\textrm{g}$/ml)

이 글은 일기문 말뭉치를 통하여 초등학교 6학년의 겹받침 단어들의 오류 빈도와 오류 유형 그리고 다양한 오류 유형에 나타나는 초등학생들의 언어 심리적인 현상을 밝힌다. 우선 겹받침 출현 단어, 겹받침 빈도, 출현 단어들의 오류 빈도, 그리고 오류 빈도율에 대한 계량적 통계를 통하여 겹받침 오류 빈도 양상을 살펴본다. 이러한 분석을 통해 표본 내 일기문 말뭉치 내에서 고빈도 단어에 6개 단어가 있으며 사용 빈도 측면에서 보면 90 이상을 차지할 정도로 광범위한 쓰임을 가지고 있음을 밝혔다. 아울러 고빈도 단어이면서 평균 이상의 오류율을 나타내어 교사의 지도가 필요한 단어에는 ‘싫-’, ‘않-’이 있었다. 겹받침 중 평균 오류율보다 높게 나오는 겹받침에는 ‘ㄵ, ㄶ, ㄻ, ㄼ, ㄾ, ㅀ’이 있으며 평균 사용률보다 높은 겹받침에는 ‘ㄶ, ㅄ, ㄺ’이 있었다. 다음으로 이 글에서는 표본 내 오류 표기 유형에는 크게 한 음절 내에서 나타나는 오류(덧붙이기, 없애기, 바꾸기)와 두 음절 간에 나타나는 오류(섞어적기, 이어적기, 복합)로 나누고 각 유형별 오류의 특성과 심리 언어적인 양상을 추론해 보았다. 표본 내 6학년 초등학생들에게 가장 많이 나타나는 오류는 없애기 오류이고, 다음이 덧붙이기 오류였다. 없애기 오류는 입말 층위의 규칙들이 글말 층위에 반영된 형태가 많았으며, ‘덧붙이기 오류’에는 오류 기준어 ‘않-’ 또는 기준 겹받침 ‘ㄶ’에 의거, 만들어진 과잉 형태가 많았다.

This study aims to clarify psychological and linguistics' aspects of "double final consonants(DFC)" through actual condition of usage and the type of errors of them of Korea in the sixth grade of elementary school. This study, firstly, clarified on the frequency aspect of errors of DFC through quantitative analysis on numbers of words with DFC, total tokens and error tokens of DFC, error Frequency rate of DFC. On the analysis of them, this study ascertained that there were 6 words of high frequency in sample corpus of diaries, they occupied 90% in distribution. of them and the words with which the teachers need to teach were 'silh- anh-' to the reference with high frequency and over-average error's rate and high distribution. This study, the second, ascertained that DFC over average error's rate were nts, nh, lm, lp, lth, and lh. and especially the DFC over usage rate among them were nh, ps, lk. The third is to cluster the errors' words into two groups according to same features. The first type is one which is appeared within internal syllable, The second type is one which is appeared between syllables. The first type is divided into three ones which Addition, Erasion, and mutation. the second type is divided into liaison, and Complex. The Addition is related with analogical inference. The erasion is related to interruption of spoken words. The mutation is related to interruption of rules between the rule of spoken level and the one of written level. The liaison is related to interruption of spoken rules. The first rank of error type is erasion and the second is addition in the sample of diary corpus of sixth grade.

This paper studies the finite element modeling and analytical parameters for the numerical evaluation of dynamic stiffness of large foundation for shipboard equipments such as marine diesel engine. For the purpose, numerical method and procedure to evaluate the dynamic stiffness are established based on the impact test method, which are applied for the dynamic stiffness evaluation of a real diesel generator foundation of ship. Numerical investigations compared with the measured data are carried out to evaluate the effects of modeling ranges of ship substructure, finite element sizes, lower support structures and damping coefficients. From the results, modeling and analytical parameters for proper evaluation of dynamic stiffness of large foundation of shipboard equipment are suggested.

In the present study, we investigated the effects of artificial removal of corolla and calyx lobes from open flowers on fruit development and fruit quality of strawberry (Fragaria ${\times}$ ananassa Duch.). Removing the corolla had no significant effect on fruit weight, hardness, length, and diameter, Hunter L, a, b values, sugar content and acidity. However, removing the calyx lobes significantly inhibited longitudinal and transverse growth of the fruits, resulting in diminished fruit size. In addition, merchantable fruit quality significantly decreased upon removing the calyx lobes, and this tendency was increased as more calyx lobes were removed. Nonetheless, removal of the calyx lobes had no effects on fruit color, sugar content, or acidity, similar to the effect of corolla removal.

It is very important to assure the seismic performance of equipment as well as building structures in seismic design of nuclear power plant(NPP). Seismically isolated structures may be reviewed mainly on the horizontal seismic responses. Considering the equipment installed in the NPP, the vertical earthquake responses of the structure also should be reviewed. This study has investigated the vertical seismic demand of seismically isolated structure by lead rubber bearings(LRBs). For the numerical evaluation of seismic demand of the base isolated NPP, the Korean standard nuclear power plant (APR1400) is modeled as 4 different models, which are supported by LRBs to have 4 different horizontal target periods. Two real earthquake records and artificially generated input motions have been used as inputs for earthquake analyses. For the study, the vertical floor response spectra(FRS) were generated at the major points of the structure. As a results, the vertical seismic responses of horizontally isolated structure have largely increased due to flexibility of elastomeric isolator. The vertical stiffness of the bearings are more carefully considered in the seismic design of the base-isolated NPPs which have the various equipment inside.

배는 꽃이 진 후 꽃받침의 탈리가 품종에 따라 다르게 나타나는데 품종에 상관없이 꽃받침이 남아 있는 과실은 과정부가 비대하여 돌출하게 된다. 본 연구에서는 남방형 동양배 120품종, 북방형 동양배 52품종 및 서양배 34품종을 대상으로 꽃받침 탈리 여부에 따른 무체과 또는 유체과로의 발달 유무를 조사하고, 남방형 동양배 품종 간의 교배 조합 후대 실생의 유체과 발생률을 조사하여 꽃받침 탈리에 대한 유전 양식을 구명하고자 하였다. 일반적으로 유체과 발생률이 10% 이하이거나 유체과 발생률이 90% 이상인 품종의 비율이 무체과와 유체과가 혼재되어 발생하는 품종의 비율에 비해 상대적으로 높게 나타났다. 남방형 동양배, 북방형 동양배, 서양배순으로 유체과 발생률이 10% 이하인 품종의 비율이 높은 반면 서양배, 북방형 동양배, 남방형 동양배순으로 유체과 발생률이 90% 이상인 품종의 비율이 높았다. 꽃받침의 탈리 정도가 다른 품종 간의 교배에서 양친이 모두 유체과 발생률이 10% 이하인 경우에는 대부분의 후대가 유체과 발생률이 10% 이하인 실생이었으며, 양친이 모두 유체과 발생률이 90% 이상인 경우에는 대부분의 후대가 유체과 발생률이 높은 실생이었다. 무체과 품종이 화분친인 경우에는 종자친의 유체과 정도와 상관없이 무체과인 후대가 많은 반면, 종자친이 무체과이고 화분친이 다양한 수준의 유체과 발생률을 나타낸 교배 조합의 경우에는 후대에서 무체과와 유체과 실생의 비율이 유사한 경향을 보여 꽃받침의 탈리는 종자친보다는 화분친의 특성을 더 많이 나타내고 있음을 알 수 있었다. 이러한 결과로 볼 때, 꽃받침의 탈리 유무는 질적 형질이며 꽃받침의 탈리층 형성을 촉진하는 유전자들이 우성으로 작용하는 것으로 판단되었다.

During pear fruit development, calyx can abscise from fruitlet following petal fall. The calyx abscission varies with pear cultivars. The presence of calyx on pear fruit makes the fruit shape calyx end protruded. In the present study, the degrees of the calyx abscission were examined in 120 Southern-type Asian pear (Pyrus pyrifolia), 52 Nothern-type Asian pear (P. ussuriensis), and 34 European pear (P. communis) cultivars, and its inheritance was investigated using cross combinations between the Southern-type Asian pear cultivars showing different degrees of calyx abscission. Majority of the cultivars produced < 10% or > 90% calyx-perpetual fruit, but the cultivars producing both calyx-perpetual and -deciduous fruit were in minor frequency. The cultivars producing < 10% calyx-perpetual fruit were in higher frequency in Southern-type Asian, Nothern-type Asian, and European pears in that order, while those producing calyx-perpetual fruit were in higher frequency in European, Nothern-type Asian, and Southern-type Asian pears in that order. In the cross between the parents producing < 10% calyx-perpetual fruit, most of the $F_1$ seedlings also produced < 10% calyx-perpetual fruit. In the cross between the parents producing > 90% calyx-perpetual fruit, on the contrary, most of the $F_1$ seedlings also produced > 90% calyx-perpetual fruit. When the paternal parent produced < 10% calyx-perpetual fruit, most of the $F_1$ seedlings also produced < 10% calyx-perpetual fruit regardless of the degree of calyx abscission in the maternal parent. When the cross was between the maternal parent producing < 10% calyx-perpetual fruit and the paternal parent showing different degrees of calyx abscission, the $F_1$ seedlings showed similar degrees of the calyx abscission to those in the paternal parent. These results suggest that the characteristics of the calyx abscission is influenced more greatly by the paternal parent than by the maternal parent, and the calyx abscission in Southern-type Asian pears is a qualitative trait which is governed by dominant gene(s).

지진 시 낙교는 교량의 기능을 상실하는 가장 심각한 피해의 하나로서 반드시 피해야 한다. 교량 받침의 파괴로 인한 낙교를 방지하기 위한 방법의 하나로서 국내에서는 받침보호장치가 많이 사용되고 있다. 교량 받침부의 옆의 빈 공간에 설치되어 상부구조로부터 전달되는 지진하중을 부담하여 받침의 파괴를 방지한다. 이러한 받침보호장치가 충분한 내진성능을 발휘하기 위해서는 받침보호장치 본체뿐만 아니라 이를 교량에 고정시키는 앵커부의 강도도 함께 확보되어야 한다. 국내에서는 이들 앵커부의 설계 방법이 확립되지 않아서 받침보호장치의 공급업체가 제공하는 설계도에 따라 시공되어 왔다. 이에 본 연구에서는 베드블록의 높이가 다른 받침보호장치를 대상으로 하여 앵커부의 성능을 실험을 통하여 확인하였고 내진성능을 확보하기 적절한 설계법을 제시하였다.

The unseating failure of bridges, which is one of the most severe types of damage leading to the loss of transportation function, should be avoided in earthquakes. As a measure of prevention of unseating failure resulting from the failure of bearings, bearing-protection devices are frequently used. They are installed beside the bearings and protect the bearings by resisting a seismic load transmitted from the superstructure. In order to show appropriate seismic performance, the strength of anchors as well as of device bodies should be confirmed. In Korea, they have been installed only according to the design provided by device agents, because a proper design method for the anchors has not been established. In this study the performance of bearing-protection devices with various heights of concrete bed blocks has been investigated experimentally, and a proper design method has been proposed to secure seismic performance.

It has been recognized for decades that the spherical bearing which is sliding on curved surface in the intrinsic behavior is optimized for the railway bridge requiring a large slope deflection. However, the spherical bearing is easily corrosived at the PSC girder bridge which is exposed to the outside so the normal function of bridge bearing is not fulfilled fully. It is common that the corrosion is happened at the operating plate of steel bridge bearing and generally it is necessary to replace the bridge bearing after 20~25 years. Accordingly, It costs multi billion dollars for maintenance each year and the necessity of improvement become a issue. Korea Rail Network Authority(KR) suggested to apply the Elastomeric bearing instead of Spherical bearing through the task of construction site of 2006. But the normal Elastomeric bearing is optimized for the Highway bridge so it needs the special consideration to satisfy each design condition required by railway bridge. As the result of examination of Elastomeric bearing at the railway bridge construction site, the stress is decreased by effective dispersion of earthquakes and the maintenance fee is also decreased.

지진격리 구조물은 하부구조에서 상부구조로 전달되는 지진력의 현저한 감소가 요구되는 경우 고감쇠 고무받침(HDRB)과 같은 지진격리받침을 사용하는 구조물로서 내진설계의 도입 이후부터 많이 설계, 시공되고 있다. 적층고무받침은 지진격리장치에서 가장 중요한 구조부재이다. 적층형 고무받침의 기본 특성은 압축시험, 압축전단시험, 크리프시험 등을 통하여 얻는 것이 일반적이다. 본 연구에서는 축 응력 7.5MPa, 8.37MPa인 지진격리받침(고감쇠 고무받침)을 실물크기로 제작하여 실험실에서 1000시간동안 크리프 시험을 실시하였다. 고감쇠 고무받침과 같은 지진격리받침을 실제 교량환경 상태에서 장기간 압축 크리프 시험한 결과 1000시간 후 최대크리프 변형은 전체 고무두께의 $0.3{\sim}1.92%$로 변형하였다.

Isolated structures use devices such as high damping rubber bearings (HDRB) in order to dramatically reduce the seismic forces transmitted from the substructure to the superstructure. The laminated rubber bearing is the most important structural member of a seismic isolation system. The basic characteristics of rubber bearings have been confirmed through compression tests, compressive shearing tests and creep tests. This paper presents the results and analysis of a 1000hr, ongoing creep test conducted at 7.5MPa, 8.37MPa in our laboratory. The long-term behavior of bridge bearings, such as high-damping rubber bearings, will be discovered through a compression creep test subjected to actual environmental conditions. These tests indicated that the maximum creep deformation is about $0.3{\sim}1.92%$ of total rubber thickness.

내진설계기준이 점차 강화되고 다경간 연속화에 대한 시도가 증가됨에 따라 기존의 내진설계로는 지진력의 처리가 곤란하여 다점고정장치와 감쇠를 통해 지진에너지를 소산시키는 장주기화, 분산, 감쇠를 통해 지진력을 효과적으로 감소시키는 면진장치의 사용이 날로 증가하고 있다. 그러나 내진장치 적용에 대한 다양성 부재와 장치를 적용한 설계경험의 부족 등의 이유로 특정교량에 적절한 내진장치를 선정하는데 상당한 어려움이 따르고 있다. 따라서 본 연구에서는 다양한 내진장치가 적용된 교량의 지진시 거동특성에 대한 연구를 수행하여 받침장치 선정시 활용할 수 있도록 하였다.

For more districted seismic design and attemped multi-bridge continuity, the existing seismic design is difficulted to treat seismic activity. So, many company applied multi-fixed point and damper or isolator, which is effective for decreasing seismic energy, on period shift, decentralization and damping. But, there is hard to design special bridge with adjusted seismic system because of absence seismic device and insufficient design experience. Therefore, the study on behavior characteristics of designed bridge with various seismic device is performed to utilize the result of this for selection of adequate seismic device.

교량의 내진설계에 적용되는 지진격리받침은 초창기 외국제품 수입에서 시작하여 현재는 국내업체의 자체 생산도 가능한 단계에 이르렀다고 할 수 있지만 지진격리받침의 극한적 조건에서의 특성에 대한 고찰은 거의 이루어지지 않고 있다. 본 연구에서는 다양한 지진격리받침 중에서도 많은 적용 사례가 있는 적층고무형태를 대상으로 하여 지진격리받침이 전단수평력을 받아 파괴에 이르는 전단파괴, 지진격리받침의 장기적 특성변화를 유발하는 노화, 크리프가 지진격리받침의 특성에 미치는 영향에 대하여 평가하였다. 실험을 통한 실제적인 고찰이 이루어질 수 있도록 적층고무형 지진격리받침을 실제로 제작하였고 설계수직하중을 재하한 상태에서 전단파괴에 이르도록 전단변위를 가하였다. 그리고 고무재료의 노화에 의한 특성과 영향을 분석하고자 노화촉진을 위한 고온 환경에 지진격리받침을 일정시간 노출시킨 뒤 노출 이전에 측정한 특성에 비해 얼마나 변화하였는지 비교 분석하였다. 아울러 고정된 수직하중을 받는 상태에서 고무재료의 크리프 발생으로 지진격리받침의 높이가 영구적으로 변화 할 수 있는데 받침의 수명을 고려하여 60년 후의 크리프량을 추정하였다.

For the early seismic isolation design in Korea, foreign products of isolation bearings were used. But these days, the application of domestic products of isolation bearings is increasing. However various experimental studies can be found very seldom on the extreme and lonr term behaviors of isolation bearings. In this study, we considered the laminated rubber type isolation bearings that have many application cases in Korea and we evaluated their shear strength, long term characteristics such as aging and creep affecting shear strength of bearings in long term period. For the reality of experiments, fabricated isolation bearing specimens are designed for a real structure and shear loading was applied under design compressive loads. To evaluated aging effect, the specimens were exposed to high temperature environment for certain period and their shear properties were measured to compare with their original values. Also we measured creep amount of isolation bearings under constant compressive load for 1,000 hours and estimated creep amount after 60 years compatible with general life cycle of bridges.

In this study, performance level evaluation tests have been actually performed on laminated rubber seismic isolation bearings (LRB) made in Korea. To provide basic data for setting up fabrication criteria and performance evaluation criteria three real scale LRB were tested and the test results were analysised. Accordingly, a large capacity test device has been designed and manufactured to implement the tests. The device selected for evaluation is a circular LRB actually applied in bridges. Evaluation tests were conducted using full-scale LRB with diameter of 851mm in the rubber part and total height of 215mm of which the effective horizontal stiffness and equivalent damping ratio have been measured during the experiments.

본 연구에서는 저경도 고무받침 시험체의 다양한 특성실험을 통하여 저경도 고무받침의 특성을 파악하였다. 고무받침의 파악하고자 하는 특성은 변위 의존성, 반복재하특성, 진동수 의존성, 면압 의존성, 온도 의존성, 극한전단특성, 수직강성 및 전단변형능력 등이다. 특성실험결과, 저경도 고무받침의 특성치는 변위와 면압의 영향을 크게 받는 것으로 나타났으며, 진동수가 증가할수록 유효강성과 등가감쇠비가 조금 증가하며, 반복재하의 영향을 거의 받지 않았다. 그리고 대변형에 의해 변형경화 영역을 경험한 고무받침은 전단탄성계수가 저하되나, 시간이 경과하면서 일부 회복됨을 확인하였다. 끝으로, 전단파괴실험을 수행하였으며, 축소 시험체의 경우에 전단파괴가 전단변형률 490% 근처에서 진행되었고 실물의 경우에는 430%에서 진행되었다

In this paper, the characteristics of RB(rubber bearing) were studied by various prototype tests on RB with low hardness rubber. The characteristics of RB were tested on displacements, repeated cycles, frequencies, vertical pressures, temperature, vertical stiffness and the capability of shear deformation. The prototype test showed that the displacement and vertical pressures were the most governing factors influencing on characteristics of RB. The effective stiffness and equivalent damping of RB showed small increment in high frequency range. After the repeated cyclic test with 50's cycles, the effective stiffness and equivalent damping of RB were almost constant compared with those of the 1st cycles due to low hysteretic damping. The shear modulus of RB was reduced after large deformation, and this value of RB was partly recovered after 40 days. Finally, the shear failure test of RB was conducted, the prototype was failed over 490% of shear strain, and real size RB was failed over 430% of shear strain.

In this paper, the characteristic dependencies of LRB(lead rubber bearing) were studied by various prototype tests on LRB for buildings. The characteristics of LRB were dependent on displacements, repeated cycles, frequencies, vertical pressures and temperatures. The prototype test showed that the displacement was the most governing factor influencing on characteristics of LRB. The effective stiffness and equivalent damping of LRB were decreased with large displacement, and increased with high frequency. After the repeated cyclic test with 50 cycles, the effective stiffness and equivalent damping of LRB were reduced by approximately 20% compared with those of the 1$^{st}$ cycle. The effective stiffness was decreased with high vertical pressure, while the equivalent damping was increased. In which, the equivalent damping was more dependent on the vertical pressure than the effective stiffness.s.

The purpose of this study is to investigate the effect of mechanical properties of the FREI using horizontal stiffness and vertical stiffness by experiments. Two kinds of FREI are designed and fabricated. The steel plates of SREI are replaced with fibers in order to reduce the cost of fabrication and installation. At first, the Nylon fiber is adopted as feasibility study of FREI. The experimental results of Nylon FREI and SREI show that the vertical stiffness of Nylon FREI is lower than SREI, and effective damping is two times higher than SREI. Carbon is adopted, by these rusults, as strong reinforcement than Nylon and full scale of carbon FREI was designed and fabricated. By the experimental test results, it is shown that the vertical stiffness of carbon FREI is three times higher than SREI, and two times higher in effective damping. As a result, the proposed FREI can replace the SREI as a seismic isolator.

In this paper, the experimental study was carried out in order to compare the mechanical characteristics of multi-layer elastomeric isolation hearings where the reinforceing elements steel plates case and fiber-reinforcement case. Fiber-reinforced isolater which has the same dimension as the steel reinforced isolator had shown better efficiency in effective damping than NRB. The compression test has shown the corresponding results with the theoretical vertical stiffness in the case of flexible reinforcement. The fiber-reinforced isolator will be significantly lighter and could lead to a much less labor intensive manufacturing process.

When we numerically model the bridge under seismic condition, the full model combining the super-structure and the sub-structure is considered for the more accurate results than the separate model. In this case, the super-structure is connected with the sub-structure by the elastic pad shoe that is difficult to model, because it has the three translational elastic stiffness and the three rotational elastic stiffness. The two-node General Link element is derived in finite element equation representing such a pad shoe, and it is verified by comparing the one General Link element model with the corresponding three legacy spring element model. It is easy to model the pad shoe, if the General Link finite element is used. And the seismic analysis result of the bridge full model structure, which is modeled with the General Link element, has been compared with the one of the separate model structure. The present study gives. more conservative result than that of the separate model, which does not consider the dynamic behaviour of the sub-structure.