• Earthquakes and Structures
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• 제17권2호
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• pp.221-232
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• 2019

Material non-linearity of Reinforced Concrete (RC) framed structures is studied by modelling concrete using the Concrete Damage Plasticity (CDP) theory. The stress-strain data of concrete in compression is modelled using the Hsu model. The structures are analyzed using a finite element approach by modelling them in ABAQUS / CAE. Single bay single storey RC frames, designed according to Indian Standard (IS):456:2000 and IS:13920:2016 are considered for assessing their maximum load carrying capacity and failure behavior under the influence of gravity loads and lateral loads. It is found that the CDP model is effective in predicting the failure behaviors of RC frame structures. Under the influence of the lateral load, the structure designed according to IS:13920 had a higher load carrying capacity when compared with the structure designed according to IS:456. Ultra High Performance Fiber Reinforced Concrete (UHPFRC) strip is used for strengthening the columns and beam column joints of the RC frame individually against lateral loads. 10mm and 20mm thick strips are adopted for the numerical simulation of RC column and beam-column joint. Results obtained from the study indicated that UHPFRC with two different thickness strips acts as a very good strengthening material in increasing the load carrying capacity of columns and beam-column joint by more than 5%. UHPFRC also improved the performance of the RC frames against lateral loads with an increase of more than 3.5% with the two different strips adopted. 20 mm thick strip is found to be an ideal size to enhance the load carrying capacity of the columns and beam-column joints. Among the strengthening locations adopted in the study, column strengthening is found to be more efficient when compared with the beam column joint strengthening.

• 대한약리학회지
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• 제28권2호
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• pp.115-128
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• 1992

Two-way shuttle box에서 active conditioned response (ACR)을 10일간 매일 30회 부하하여 10회 이상 반응한 웅성 Wistar 백서를 이용하여, 경련성 전기충격 (ECS: 50 mA, 100 Hz, 1.5 sec)에 의한 ACR-유지의 변동에 미치는 CDP-choline (250 mg/kg/day/CC), aminoguanidine (100 mg/kg/day: AG), ${\alpha}-difluoromethylornithine$ (250 mg/kg/day, DO), 및 spermine (10/mg/kg/day: SM) 각각의 10일간 복강내-주사의 영향을 검토하였다. 그 결과, 10일간 획득된 ACR은 그 다음 10일후에 더욱 증가되었으며, 이는 일일 간격의 5회 ECS (5-ECS) 또는 ACR-유지검사 3시간전 일회 ECS (ECS-3h)로 현저히 억제되나, ACR-유지검사 24시간전의 일회 ECS (ECS-24h)로는 별 영향을 받지 않았다. 아울러, ACR의 자연증가현상은 CC와 SM에 의하여 현저히 저하되었으나 AG와 DFMO에 의하여는 영향을 받지 않았다. 5-ECS에 의한 ACR-유지저해는 AG, SM, 및 CC에 의하여 유의하게 되었으며 DFMO에 의하여는 영향을 받지 않았다. ECS-3h 후의 ACR-유지저해는 SM와 AG에 의하여 다소 더 악화되었고 CC와 DFMO에 의하여는 별 영향을 받지 않았는데, 정상 백서에 비하여 큰 차를 보이지 않은 ECS-24h 후의 ACR은 CC, SM, DO, 및 AG에 의하여도 영향을 받지 않았다. 한편, ECS-3h와 ECS-24는 백서-대뇌 시상하부(HT), 해마(HC), 및 내후피질(EC)의 acetylcholine (ACh) 함량에 별 영향을 미치지 않았으나, $5{\times}ECS$는 다소 증가시켰으며 특히 EC의 ACh증가는 유의하였다. 아울러 CC과 SM도 대뇌-ACh 함량을 유의하게 증가시켰으나, DO와 AG는 별 영향을 미치지 않았다. ECS-3h와 ECS-24h는 대뇌 HT, HC, 및 EC의 polyamine 함량에 영향을 미치지 않았으나, $5{\times}ECS$는 HT와 HC의 putrescine (Pt) 함량과 HC의 spermine (Sm) 함량을 각각 유의하게 감소시켰다. CC는 PT함량에 영향을 미치지 않았으나 spermidine (Sd)와 Sm 함량은 현저히 증가시켰다. 그러나 이같은 CC의 작용을 ECS-3 시간후와 24시간후에는 전혀 볼 수 없었을 뿐 아니라, ECS-3 시간후의 HC의 Sd 함량은 정상치보다 유의한 감소로 역전되었다. 또한 CC는 $5{\times}ECS$에 의한 Pt와 Sm 함량-감소를 유의하게 억제하였다. SM은 전 부위의 Sd 함량과 EC의 Sm 함량을 유의하게 증가시켰고, 이같은 증가가 ECS-3 시간후에 더욱 상승되었으며, 이때 HC와 EC의 Pt함량도 유의하게 증가되었다. 또한 SM은 $5{\times}ECS$에 의해 Pt와 Sm 함량-감소를 유의하게 억제하였다. 그러나 DO는 HC의 Sd와 모든 부위의 Sm 함량을 유의하게 감소시켰고 또한 Pt와 Sm에 대한 $5{\times}ECS$의 감소작용을 더 상승시켰다. AG는 모든 부위의 Pt 함량을 현저히 증가시켰을 뿐 아니라 HT의 Sd와 모든 부위의 Sm도 유의하게 증가시켰고, $5{\times}ECS$에 의한 Pt와 Sm 함량-감소를 유의하게 억제하였다. 이상의 성적은 $5{\times}ECS$로 나타나는 ACR의 유지-저해에 대한 aminoguanidine의 보호작용의 일부가 polyamine 대사에 대한 그의 diamine oxidase 억제작용에 기인됨을 시사하는 것으로 사료된다.

• Computers and Concrete
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• 제17권3호
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• pp.407-421
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• 2016

This paper presents numerical modeling of the structural behavior of CFRP (carbon fiber reinforced polymer) strengthened RC (reinforced concrete) beams under four-point bending. Simulation of debonding at the CFRP-concrete interface was focused, as it is the main failure mode of CFRP strengthened RC beams. Here, cohesive layer was employed to model the onset of debonding, which further helps to describe the post debonding behavior of the CFRP strengthened RC beam. In addition, the XFEM approach was applied to investigate the effects of crack localization on strain field on CFRP sheet and rebar. The strains obtained from the XFEM correlate better to the test results than that from CDP (concrete damaged plasticity) model. However, there is a large discrepancy between the experimental and simulated loaddisplacement relationships, which is due to the simplification of concrete constitutive law.

• Computers and Concrete
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• 제14권4호
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• pp.463-477
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• 2014

The modelling approach in the case of connections in precast buildings is specific. The assembly of the constitutive parts of the connection requires the inclusion of contact definitions in the model. In addition, the material non-linearity including the influence of the spatial stress distribution should be taken into account where appropriate. Here a complex model of a beam-to-column dowel connection is presented. Experiments on the analysed connection were performed within the framework of the European project SAFECAST (Performance of Innovative Mechanical Connections in Precast Building Structures under Seismic Conditions). Several material and interaction parameters were investigated and the influence of each of them was evaluated. The set of parameters which gave the best match with the experiments was chosen.

• 한국의류산업학회지
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• 제5권1호
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• pp.53-58
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• 2003

The stretch fabrics were made by the use of PTT[Poly(trimethylene terephthalate)] fibers and changes in their physical properties were analysed. Tenacity and elongation of D-1(PTT DTY) yarn were 3.32 g/d and 50.4%, respectively, while these of D-2(PTT+CDP DTY) yarn were 2.46 g/d and 32.1%, respectively. The tenacity of PTT-1 and PET-1 fabrics was similar, but the elongation of PTT-1 and PET-1 fabrics was 75% and 44%, respectively. Thus, the elongation of PTT-1 fabric was two times higher than those of PET-1 fabric. In addition, the elastic recovery at 20% elongation of PTT-1, PTT-2 and PET-1 fabric was 85.0%, 80.5% and 60.0%, respectively, indicating that so PTT-1 fabric showed better elastic recovery. The light, wash, and abrasion fastness of PTT-1 and PTT-2 fabrics were above Grade 3, Grade 4-5, and Grade 4-5, respectively. Therefore, there was little effect of substance on the fastness.

• Biomolecules & Therapeutics
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• 제3권2호
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• pp.97-103
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• 1995

The purpose of this study was to determine pharmacokinetic parameters of BR-28702-2, a new antineoplastic agent which is the conjugate of nucleotide and phospholipid, and to compare them with those of ara-C. Male rats were cannulated in the left femoral vein and received a single i.v. bolus dose of either BR-28702-2 or ara-C. BR-28702-2 was also administered i.p. and plasma samples were analyzed by reversedphase HPLC. The t$_{1}$2($\beta$)/ of ara-C(1.22 hr.) was significantly smaller than that of BR-28702-2(4.420 hr.). The absolute bioavailability of BR-28702-2 after i.p. injection was 1.125%. This lower bioavailability, together with previous reports that marked antineoplastic activity was observed when given i.p., indicates that BR-28702-2 would act as a depot system to release active moieties. Further works, therefore, need to be done to characterize active metabolites.

• Computers and Concrete
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• 제25권5호
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• pp.461-470
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• 2020

This paper presents a numerical study on structural behavior of hammer head pier cap beams, extended on verges and reinforced with carbon fiber reinforced polymer (CFRP) plates. A 3-D finite element (FE) model along with a simplified analytical model are presented. Concrete damage plasticity (CDP) was adapted in the FE model and an analytical approach predicting the CFRP anchor strength was adapted in both FE and analytical model. Total five quarter-scaled pier cap beams with various CFRP reinforcing schemes were experimentally tested and analyzed with numerical approaches. Comparison between experimental results, FE results, analytical results and current ACI guideline predictions was presented. The FE results showed good agreement with experimental results in terms of failure mode, ultimate capacity, load-displacement response and strain distribution. In addition, the proposed strut-and-tie based analytical model provides the most accurate prediction of ultimate strength of extended cap beams among the three numerical approaches.

• 대한의용생체공학회:학술대회논문집
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• 대한의용생체공학회 1998년도 추계학술대회
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• pp.68-69
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• 1998

Discriminating the clutter signal from Doppler signal is the main function of CDP(color Doppler processor). Up to now, a general method of eliminating clutter signal is using IIR high pass filter. There are many filters that were introduced in other paper. In this paper, we propose the new method of filtering clutter signal. To the new method, we adopt an appropriate filter that can eliminate clutter filter most effectively.

• 한국통신학회논문지
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• 제22권7호
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• pp.1579-1589
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• 1997

This paper introduces a monolithic chip 3.3V high-performance continuous-tune filter used in a CDP that can reconstruct the PDM or PWM signal output of a .SIGMA..DELTA. D/A converter. We also mentioned an active RC filter structure and filter order satisfying high-linearity and the design specification. In desigining the OP-AMP, using a structure that accepts some distortion we could reduce the chip area, and reducing the DC path using a new biascircuit gave us better power performance. The designed.SIGMA..DELTA. D/A converter post-processing filter does its smoothering operations and reconstructs the data without reducing the performance of the system.

• 대한전기학회:학술대회논문집
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• 대한전기학회 1999년도 하계학술대회 논문집 E
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• pp.2434-2437
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• 1999

In order to detect the ultrasonic that is generated by the partial discharge of the heavy electric machinery, a Laser Doppler Vibrometer (LDV) was developed. A Michelson type interferometer which employed heterodyne signal process technique was built to measure the frequency and amplitude of vibration. The output signal of the fast photodetector was a frequency modulated signal centered at 40 MHz. The signal from the detector was amplified and downconverted to intermediate frequency centered at 1 MHz after mixing process. The voltage output that was proportional to the velocity of the moving surface(PZT) was obtained using PLL. The spectrum of the FM signal was analyzed and integration method was introduced to obtain amplitude information. This LDV can be used to measure the vibration of MEMS devices, automobiles, HDD and CDP.