• 한국산학기술학회논문지
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• 제20권4호
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• pp.503-509
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• 2019

더욱 작고 얇고 빠르며, 많은 기능을 가진 모바일 기기에 대한 요구가 그 어느 때보다 높다. 이에 대한 기술적 대응의 하나로 여러 개의 칩을 적층하는 Stacked Chip Scale Package(SCSP)가 어셈블리 업계에서 사용되고 있다. 다수의 칩을 접착하는 유기접착제로는 필름형 접착제인 die attach film(DAF)가 사용된다. 칩과 유기기판의 접착의 경우, DAF가 기판의 단차를 채우기 위해서는 고온에서 높은 유동성이 요구된다. 또한 와이어 사이를 채우면서 고용량 메모리와 같이 동일한 크기의 칩을 접착하는 DAF의 경우에도, 본딩 온도에서 높은 유동성이 요구된다. 본 연구에서는 DAF의 주요 원재료 3성분에 대한 혼합물 설계 실험계획법을 통하여 고온에서 낮은 탄성계수를 갖도록 최적화하고, 이에 따른 점착 특성 및 경화 특성을 평가하였다. 3성분은 아크릴 고분자(SG-P3)와 연화점이 다른 두 개의 고상에폭시 수지(YD011과 YDCN500-1P)이다. 실험계획법 평가 결과에 따르면, 고온에서는 아크릴 고분자 SG-P3의 함량이 작을수록 탄성계수가 작은 값을 나타내었다. $100^{\circ}C$에서의 탄성계수는 SG-P3의 함량이 20% 감소한 경우, 1.0 MPa에서 0.2 MPa 수준으로 감소하였다. 반면, 상온에서의 탄성계수는 연화점이 높은 에폭시 YD011에 의해 크게 좌우되었다. 최적 처방은 UV 다이싱 테이프를 적용시 98.4% 수준의 비교적 양호한 다이픽업 성능을 나타냈다. 유리칩을 실리콘 기판에 부착하고 에폭시를 1단계 경화시킨 경우, 크랙이 발생하였으나, 아민 경화 촉진제의 함량 증가와 2단계 경화를 통하여 크랙의 발생을 최소화할 수 있었다. 이미다졸계 촉진제가 아민계 촉진제에 비해 효과가 우수하였다.

• 한국산림과학회지
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• 제65권1호
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• pp.80-91
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• 1984

1965~1981 년간(年間)의 시계열자료(時系列資料)를 이용(利用)하여 지류(紙類)의 국내수요함수(國內需要函數)를 추정(推定)하고 추정(推定)된 모형(模型)에 의하여 지류(紙類)의 장기국내수요(長期國內需要)를 예측(豫測)하였다. 지류(紙類)의 국내수요(國內需要)(DDP)는 GNP가 상승(上昇)함에 따라 증가(增加)하는 추세(趨勢)를 보였으며 증가율(增加率)은 실질(實質)GNP 연평균성장율(年平均成長率) 8.8%보다 높은 17.9:% 그리고 판지(板紙)는 무려 25.8% 수준(水準)으로 나타났다. 지류(紙類)의 국내수요(國內需要)에 영향(影響)을 미치는 주요변수(主要變數)는 1인당(人當) 실질국민총생산(實質國民總生産)(PG), 지류(紙類)의 실질도비가격지수(實質都費價格指數)(PWI), 지류수요산업(紙類需要産業)의 생산활동지수(生産活動指數(PDAV) 등이 있으며 이러한 제변수(諸變數)를 포함(包含)한 함수관계(函數關係)를 전대수회귀방정식(全對數回歸方程式)으로 표시(表示)하여 보통최소자승법(普通最少自乘法)으로 추정(推定)하였다. ${\ell}nDDP=2.452+1.986{\ell}nPG-0.844{\ell}nPWI$ $(33.397)^*\;(-6.149)^*\;R^2=0.997$ ${\ell}nDDP=6.468+0.827{\ell}nPDA$ $(17.403)^*\;R^2=0.950$ 이에 따른 지류(紙類)의 국내수요(國內需要)는 1인당(人當) GNP와 지류수요산업(紙類需要産業)의 생산활동지수(生産活動指數)에 대하여 부(負)의 상관(相關)을 그리고 1인당(人當) GNP가 설명변수(說明變數) 중에서 가장 탄력적(彈力的)이였으며 지류실질가격지수(紙類實質價格指數)에 대하여는 부(負)의 상관(相關)으로 나타났다. 이러한 결과(結果)는 통계적(統計的) 유의성(有意性) 인정(認定)되고 경제이론상(經齊理論上) 타당한 것으로 판명(判明)되었다. 1991 년도(年度) 지류(紙類)의 국내수요(國內需要)를 예측(豫測)한 결과(結果)는 3,152천(千)M/T 또는 4,470천(千)M/T에 달(達)할 것으로 추정(推定)되며, 1982~1991 년(年) 기간(期間)동안 연평증가율(年平增加率)은 5.0% 또는 12.4%로 나타났다. 또한 1991 년(年) 1인당(人當) 지류(紙類)의 국내수요(國內需要)는 69.1kg 또는98.0kg에 달(達)할 것으로 예측(豫測) 되었다.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2002년도 춘계 학술발표회 논문집
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• pp.349-356
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• 2002

There has been an increasing trend toward the use of pushover analysis as a tool for evaluating the seismic resistant and safety of a building structure in the performance based earthquake engineering field. The ATC-40 document proposed a nonlinear static procedure based on the Capacity Spectrum Method to determine earthquake-induced demand given the structure pushover curve, which a curve representing base shear versus roof displacement. However, the procedure is conceptually simple, iterative and time consuming method and may sometimes lead to no solution or multiple solutions. A new improved method of seismic performance evaluation for moment frame building, which take into account the previously mentioned deficiencies of currently used elastic design procedures, is presented in this paper. The results of nonlinear static and nonlinear time history analysis of an example high-rise steel moment frame designed by the proposed method are presented and discussed.

• ETRI Journal
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• 제36권2호
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• pp.197-205
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• 2014

This paper proposes a novel framework for virtual content delivery networks (CDNs) based on cloud computing. The proposed framework aims to provide multimedia content delivery services customized for content providers by sharing virtual machines (VMs) in the Infrastructure-as-a-Service cloud, while fulfilling the service level agreement. Furthermore, it supports elastic virtual CDN services, which enables the capabilities of VMs to be scaled to encompass the dynamically changing resource demand of the aggregated virtual CDN services. For this, we provide the system architecture and relevant operations for the virtual CDNs and evaluate the performance based on a simulation.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2002년도 추계 학술발표회 논문집
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• pp.189-196
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• 2002

The capacity of CFS piers has not been used to a practical design, because there is no guide of a seismic design for CFS piers. Therefore, the guide of a seismic design value is derived from tests of CFS piers in order to apply it to a practical seismic design. Steel piers and concrete-filled steel piers are tested with constant axial load using quasi-static cyclic lateral load to check ductile capacity and using the real Kobe ground motion of pseudo-dynamic test to verify seismic performance. The results prove that CFS piers have more satisfactory ductility and strength than steel piers and relatively large hysteretic damping in dynamic behaviors. The seismic performance of steel and CFS piers is quantified on the basis of the test results. These results are evaluated through comparison of both the response modification factor method by elastic response spectrum and the performance-based design method by capacity spectrum and demand spectrum using effective viscous damping. The response modification factor of CFS piers is presented to apply in seismic design on a basis of this evaluation for a seismic performance.

• 지역연구
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• 제12권2호
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• pp.59-68
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• 1996

Common belief in border regions holds that Mexican cross-border shoppers play a larger role in the regional economic base than they do and that NAFTA will provide a bigger stimulus to the regional economy than it is likely. In the regional economy than it is likely. In the first case, price elasticities are implicitly underestimated as highly inelastic and in the latter case, overestimated as highly elastic. This paper provides empirical evidence on the effects of distance and real exchange rates as price proxies on both field survey and population-imputed estimates of cross-border shopping. After estimating both distance-based and real exchange rate-based estimates of price elasticities of Mexican shopper demand for U.S. border-region goods, implications are obtained concerning the relative importance for U.S. border-regon economies of more distant Mexican markets, and the likely impacts of NAFTA.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1997년도 가을 학술발표회 논문집
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• pp.207-214
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• 1997

Current seismic design code is based on the assumption that the designed structures would be behaved inelastically during a severe earthquake ground motion. For this reason, seismic design forces calculated by seismic codes are much lower than the forces generated by design earthquakes which makes structures responding elastically. Present procedures for calculating seismic design forces are based on the use of elastic spectra reduced by a strength reduction factors known as "response modificaion factor". The effect of hysteretic behavior, as well as maximum ductility ratio and period on the inelastic strength demand is investigated. Special emphasis is given to the effects of the hysteretic characteristics such as strength degradation or pinching. Results indicate that inelastic strength demands are strongly dependent on level of inelastic deformation, period and hysteretic behavior.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2007년도 정기 학술대회 논문집
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• pp.205-210
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• 2007

The existing capacity spectrum method (CSM) is based on the displacement based approach for seismic performance and evaluation. Currently, in the domestic and overseas standard concerning seismic design, the CSM to obtain capacity spectrum from capacity curve and demand spectrum from elastic response spectrum is presented. In the multistory building, collapse is affected more by drift than by displacement, but the existing CSM does not work for story drift. Therefore, this paper proposes an improved CSM to estimate story drift of structures through seismic performance and evaluation. It uses the ductility factor in the A-T domain to obtain constant-ductility response spectrum from earthquake response of inelastic system using the drift and capacity curve from capacity analysis of structure.

• 한국지진공학회논문집
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• 제20권7_spc호
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• pp.503-508
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• 2016

In this study, effectiveness of seismic retrofitting methods using passive damping devices was investigated through numerical analyses of short-period structures under earthquakes which have short-duration and high-frequency impulse characteristics similar to Geyongju earthquakes. Displacement spectra of elastic systems and ductility demand of inelastic systems were evaluated by increasing viscous or friction damping. The damping devices could reduce responses of the structures with shorter structural period than 0.2s. The earthquakes similar to impulse load did not induce the responses of the structures with longer period than 0.4s, and the effects of the damping devices which generates damping forces proportional to structural responses became insignificant.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2002년도 봄 학술발표회 논문집
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• pp.53-60
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• 2002

It has been recognized that damage control must become a more explicit design consideration. In an effort to develop design methods based on performance it is clear that the evaluation of the inelastic response is required. The methods available to the design engineer today are nonlinear time history analyses, or monotonic static nonlinear analyses, or equivalent static analyses with simulated inelastic influences. Some codes proposed the capacity spectrum method based on the nonlinear static(pushover) analysis to determine earthquake-induced demand given the structure pushover curve. This procedure is conceptually simple but iterative and time consuming with some errors. This paper presents a nonlinear direct spectrum method to evaluate seismic Performance of structure, without iterative computations, given the structural initial elastic period and yield strength from the pushover analysis, especially for multi degree of freedom structures. The purpose of this paper is to investigate accuracy and confidence of this method from a point of view of various earthquakes and unloading stiffness degradation parameters.