• 제목/요약/키워드: accuracy of attention

검색결과 670건 처리시간 0.033초

Importance of a rigorous evaluation of the cracking moment in RC beams and slabs

  • Lopes, A.V.;Lopes, S.M.R.
    • Computers and Concrete
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    • 제9권4호
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    • pp.275-291
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    • 2012
  • The service loads are often decisive in the design of concrete structures. The evaluation of the cracking moment, $M_{cr}$, is an important issue to predict the performance of the structure, such as, the deflections of the reinforced concrete beams and slabs. To neglect the steel bars of the section is a simplification that is normally used in the computation of the cracking moment. Such simplification leads to small errors in the value of this moment (typically less than 20%). However, these small errors can conduce to significant errors when the values of deflections need to be computed from $M_{cr}$. The article shows that an error of 10% on the evaluation of $M_{cr}$ can lead to errors over 100% in the deformation values. When the deformation of the structure is the decisive design parameter, the exact computing of the cracking moment is obviously very important. Such rigorous computing might lead to important savings in the cost of the structure. With this article the authors wish to draw the attention of the technical community to this fact. A simple equation to evaluate the cracking moment, $M_{cr}$, is proposed for a rectangular cross-section. This equation leads to cracking moments higher than those obtained by neglecting the reinforcement bars and is a simple rule that can be included in Eurocode 2. To verify the accuracy of the developed model, the results of the proposed equation was compared with a rigorous computational procedure. The proposed equation corresponds to a good agreement when compared with the previous approach and, therefore, this model can be used as a practical aid for calculating an accurate value of the cracking moment.

Shear performance and design recommendations of single embedded nut bolted shear connectors in prefabricated steel-UHPC composite beams

  • Zhuangcheng Fang;Jinpeng Wu;Bingxiong Xian;Guifeng Zhao;Shu Fang;Yuhong Ma;Haibo Jiang
    • Steel and Composite Structures
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    • 제50권3호
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    • pp.319-336
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    • 2024
  • Ultra-high-performance concrete (UHPC) has attracted increasing attention in prefabricated steel-concrete composite beams as achieving the onsite construction time savings and structural performance improvement. The inferior replacement and removal efficiency of conventional prefabricated steel-UHPC composite beams (PSUCBs) has thwarted its sustainable applications because of the widely used welded-connectors. Single embedded nut bolted shear connectors (SENBs) have recently introduced as an attempt to enhance demountability of PSUCBs. An in-depth exploration of the mechanical behavior of SENBs in UHPC is necessary to evidence feasibilities of corresponding PSUCBs. However, existing research has been limited to SENB arrangement impacts and lacked considerations on SENB geometric configuration counterparts. To this end, this paper performed twenty push-out tests and theoretical analyses on the shear performance and design recommendation of SENBs. Key test parameters comprised the diameter and grade of SENBs, degree and sequence of pretension, concrete casting method and connector type. Test results indicated that both diameters and grades of bolts exerted remarkable impacts on the SENB shear performance with respect to the shear and frictional responses. Also, there was limited influence of the bolt preload degrees on the shear capacity and ductility of SENBs, but non-negligible contributions to their corresponding frictional resistance and initial shear stiffness. Moreover, inverse pretension sequences or monolithic cast slabs presented slight improvements in the ultimate shear and slip capacity. Finally, design-oriented models with higher accuracy were introduced for predictions of the ultimate shear resistance and load-slip relationship of SENBs in PSUCBs.

PET식품 용기에서 발효 모사 식품으로 전이되는 아세트알데히드와 부틸알데히드 예측 모델 (Theoretical Migration Estimation of Acetaldehyde and Butyraldehyde from Polyethylene Terephthalate (PET) into Fermented Food Simulants)

  • Lee, Daeun;Jeon, Hyunpyo;Kim, Sanghun
    • 한국환경보건학회지
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    • 제42권3호
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    • pp.160-168
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    • 2016
  • Objectives: Materials coming into contact with food may result in the migration of chemical substances into the food. To protect consumers from exposure, Regulation (EU) No. 10/2011 specifies the use of standard migration tests. Polyethylene terephthalate (PET), widely used for food packaging materials, has drawn the attention of researchers because unwanted migration of PET into food might occur when consumers reuse packaging material. The aim of this study was to predict and develop a migration model for two components, acetaldehyde and butyraldehyde in PET, into food simulants under conditions of changing pH and solvents, such as those observed in fermented foods like kimchi or sauerkraut. Methods: Using a migration model based on Fick's second law of diffusion in one dimension, the migration of acetaldehyde and butyraldehyde from PET into a simulant of fermented food at $20^{\circ}C$ over 10 days was evaluated. The simulant for fermented food was modelled as 10% ethanol for three days, followed by 3% acetic acid for seven days. Results: The migration of acetaldehyde into the 10% ethanol was 0.36 times that of a simulated fermented food system, while that of butyraldehyde was 1.34 times greater. These results may have been influenced by the chemical interactions among the migrants, polymers and simulants, as well as by the solubilities of the migrants in polymers and simulants. Conclusion: Because food simulants have a limited capacity to mimic real food systems under the current migration model, an appropriate simulant and migration test should be considered in the case of increasing acidity. Furthermore, since the accuracy of the worst-case estimation of migration predicted by the current model is severely limited under changing food conditions, food simulants and their interactions should be further investigated with respect to conservative migration modelling.

Integrating GPS/INS/PL for Robust Positioning: The Challenging Issues

  • Wang, Jinling;Babu, Ravindra;Li, Di;Chan, Franics;Choi, Jin-Ho
    • 한국항해항만학회:학술대회논문집
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    • 한국항해항만학회 2006년도 International Symposium on GPS/GNSS Vol.1
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    • pp.127-132
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    • 2006
  • The Global Positioning System (GPS), Inertial Navigation System (INS) and Pseudolite (PL) technologies all play very important roles in navigation systems. As an independent navigation system, GPS can provide high precision positioning results which are independent of time. However, the performance will become unreliable when the system experiences high dynamics, or when the receiver is exposed to jamming or RF interference. In comparison to GPS, though INS is autonomous and provides good short-term accuracy, its use as a standalone navigation system is limited due to the time-dependent growth of the inertial sensor errors. PLs are ground-based transmitters that can transmit GPS-like signals. They have some advantages in that their positions can be determined precisely, and the Signal-to-Noise Ratios (SNR) are relatively high. Because their combined performance, in principle, overcomes the shortcomings of the individual systems, the integration of GPS, INS and PL is increasingly receiving attention from researchers. Depending on the desired performance vs complexity, system integration can be carried out at different levels, namely loose, tight and ultra-tight coupling. Compared with loose and tight integration, although it is more complex in terms of system design, ultra-tight integration will be the basis of the next generation of reliable and robust navigation systems. Its main advantages include improved performance under exposure to high dynamics, and jamming and RF interference mitigation. This paper presents an overview of the ultra-tight integration developments and discusses some of the challenging issues.

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딥러닝과 전이학습을 이용한 콘크리트 균열 인식 및 시각화 (Recognition and Visualization of Crack on Concrete Wall using Deep Learning and Transfer Learning)

  • 이상익;양경모;이제명;이종혁;정영준;이준구;최원
    • 한국농공학회논문집
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    • 제61권3호
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    • pp.55-65
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    • 2019
  • Although crack on concrete exists from its early formation, crack requires attention as it affects stiffness of structure and can lead demolition of structure as it grows. Detecting cracks on concrete is needed to take action prior to performance degradation of structure, and deep learning can be utilized for it. In this study, transfer learning, one of the deep learning techniques, was used to detect the crack, as the amount of crack's image data was limited. Pre-trained Inception-v3 was applied as a base model for the transfer learning. Web scrapping was utilized to fetch images of concrete wall with or without crack from web. In the recognition of crack, image post-process including changing size or removing color were applied. In the visualization of crack, source images divided into 30px, 50px or 100px size were used as input data, and different numbers of input data per category were applied for each case. With the results of visualized crack image, false positive and false negative errors were examined. Highest accuracy for the recognizing crack was achieved when the source images were adjusted into 224px size under gray-scale. In visualization, the result using 50 data per category under 100px interval size showed the smallest error. With regard to the false positive error, the best result was obtained using 400 data per category, and regarding to the false negative error, the case using 50 data per category showed the best result.

Code development on steady-state thermal-hydraulic for small modular natural circulation lead-based fast reactor

  • Zhao, Pengcheng;Liu, Zijing;Yu, Tao;Xie, Jinsen;Chen, Zhenping;Shen, Chong
    • Nuclear Engineering and Technology
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    • 제52권12호
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    • pp.2789-2802
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    • 2020
  • Small Modular Reactors (SMRs) are attracting wide attention due to their outstanding performance, extensive studies have been carried out for lead-based fast reactors (LFRs) that cooled with Lead or Lead-bismuth (LBE), and small modular natural circulation LFR is one of the promising candidates for SMRs and LFRs development. One of the challenges for the design small modular natural circulation LFR is to master the natural circulation thermal-hydraulic performance in the reactor primary circuit, while the natural circulation characteristics is a coupled thermal-hydraulic problem of the core thermal power, the primary loop layout and the operating state of secondary cooling system etc. Thus, accurate predicting the natural circulation LFRs thermal-hydraulic features are highly required for conducting reactor operating condition evaluate and Thermal hydraulic design optimization. In this study, a thermal-hydraulic analysis code is developed for small modular natural circulation LFRs, which is based on several mathematical models for natural circulation originally. A small modular natural circulation LBE cooled fast reactor named URANUS developed by Korea is chosen to assess the code's capability. Comparisons are performed to demonstrate the accuracy of the code by the calculation results of MARS, and the key thermal-hydraulic parameters agree fairly well with the MARS ones. As a typical application case, steady-state analyses were conducted to have an assessment of thermal-hydraulic behavior under nominal condition, and several parameters affecting natural circulation were evaluated. What's more, two characteristics parameters that used to analyze natural circulation LFRs natural circulation capacity were established. The analyses show that the core thermal power, thermal center difference and flow resistance is the main factors affecting the reactor natural circulation. Improving the core thermal power, increasing the thermal center difference and decreasing the flow resistance can significantly increase the reactor mass flow rate. Characteristics parameters can be used to quickly evaluate the natural circulation capacity of natural circulation LFR under normal operating conditions.

Structural health monitoring data anomaly detection by transformer enhanced densely connected neural networks

  • Jun, Li;Wupeng, Chen;Gao, Fan
    • Smart Structures and Systems
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    • 제30권6호
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    • pp.613-626
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    • 2022
  • Guaranteeing the quality and integrity of structural health monitoring (SHM) data is very important for an effective assessment of structural condition. However, sensory system may malfunction due to sensor fault or harsh operational environment, resulting in multiple types of data anomaly existing in the measured data. Efficiently and automatically identifying anomalies from the vast amounts of measured data is significant for assessing the structural conditions and early warning for structural failure in SHM. The major challenges of current automated data anomaly detection methods are the imbalance of dataset categories. In terms of the feature of actual anomalous data, this paper proposes a data anomaly detection method based on data-level and deep learning technique for SHM of civil engineering structures. The proposed method consists of a data balancing phase to prepare a comprehensive training dataset based on data-level technique, and an anomaly detection phase based on a sophisticatedly designed network. The advanced densely connected convolutional network (DenseNet) and Transformer encoder are embedded in the specific network to facilitate extraction of both detail and global features of response data, and to establish the mapping between the highest level of abstractive features and data anomaly class. Numerical studies on a steel frame model are conducted to evaluate the performance and noise immunity of using the proposed network for data anomaly detection. The applicability of the proposed method for data anomaly classification is validated with the measured data of a practical supertall structure. The proposed method presents a remarkable performance on data anomaly detection, which reaches a 95.7% overall accuracy with practical engineering structural monitoring data, which demonstrates the effectiveness of data balancing and the robust classification capability of the proposed network.

핵의학 검체검사 내부정도관리 허용범위 설정에 관한 고찰 (A Study on the Establishment of Acceptable Range for Internal Quality Control of Radioimmunoassay)

  • 이영지;이소영;이선호
    • 핵의학기술
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    • 제26권2호
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    • pp.43-47
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    • 2022
  • 핵의학 검체검사는 검사 결과의 품질 보증을 위해 내부정도관리 시스템을 체계화하여 질 관리를 시행하고 있다. 본 연구는 검사실 자체적인 허용 범위의 설정 시 참고가 될 수 있도록 여러 기관의 종목별 내부정도관리 및 외부정도관리의 변동계수 평균을 산출하여 종목별 질 관리 현황을 제공함으로써 핵의학 검체검사 결과의 품질 보증에 기여하고 체계적인 질 관리를 수행하고자 한다. 2020년 10월에서 2021년 12월까지 각 기관에서 시행한 42종목에 대한 내부정도관리 변동계수의 평균 및 10.0% 이상 이탈률을 구하였다. CV% 성적에 따라 상위 그룹(5.0% 이하), 중위 그룹(5.0~10.0%), 하위 그룹(10.0% 이상)으로 구분하여 비교하였고, 10.0% 이상 이탈률은 5개 이상 기관의 종목에 대해서 종양 표지자, 갑상선 호르몬, 기타 호르몬으로 분류하여 비교하였다. 2021년 1분기에서 4분기까지 28종목에 대해 외부정도관리 결과의 전체 평균 및 표준편차로 변동계수의 평균을 구하였다. 또한 2021년 상반기, 하반기 13종목에 대해 기관 간 숙련도 결과의 전체 평균 및 표준편차로 변동계수의 평균을 구하였다. 종목별로 내부정도관리 및 외부정도관리의 변동계수 평균을 비교하여 질 관리가 잘 이루어지는 종목과 관리에 주의가 필요한 종목을 비교 분석하였다. 6개 기관의 42종목에 대해 내부정도관리 변동계수의 평균을 산출한 결과 상위 그룹에 속하는 종목(5.0% 이하)은 ferritin, HGH, SHBG, 25-OH-VitD이며, 하위 그룹(10.0% 이상)은 cortisol, ATA, AMA, renin, estradiol이었다. 5개 이상 기관의 종양 표지자 8종목에 대해 변동계수의 10.0% 이상 이탈률은 CA-125와 CA-19-9가 우수한 성적을 나타내었으나, SCC-Ag와 CA-15-3 검사는 관리에 주의가 필요한 종목에 속했다. 갑상선 호르몬 7종목에 대해 변동계수의 10.0% 이상 이탈률을 비교한 결과 free T4와 T3 검사는 우수하였지만 AMA와 ATA는 관리에 주의가 필요해 보였다. 기타 호르몬 11종목에 대해 변동계수의 10.0% 이상 이탈률을 비교하였을 때 IGF-1, FSH, prolactin은 우수한 성적을 나타내었지만, estradiol, testosterone, cortisol은 관리에 주의가 필요한 종목에 속했다. 28종목에 대해 외부정도관리를 참여하는 전체 기관에 대한 변동계수 평균을 산출한 결과 상위 그룹에 속하는 종목(10.0% 이하)은 HGH, SCC-Ag이었으며, 하위 그룹(30.0% 이상)은 ATA, estradiol, TSI, thyroglobulin이었다. 6개 기관의 42종목에 대해 평가한 결과 변동계수가 3.7~12.2%로 하위 그룹과 상위 그룹이 3.3배의 차이를 보였다. 변동계수의 값이 높은 cortisol, ATA, AMA, renin, estradiol 검사들은 정밀도를 향상시키기 위한 개선 활동들이 지속적으로 이루어져야 할 것이다. 또한 HBs-Ab를 제외한 41종목에 대해 내부정도관리 및 외부정도관리, 기관 간 숙련도 참여기관의 전체 CV% 평균을 산출하여 비교한 결과 ATA, AMA, renin, estradiol 검사는 높은 허용범위 설정을 권장한다. 설정된 허용범위를 기준으로 체계적인 질 관리를 수행한다면 핵의학 검체검사 결과의 정확도 및 신뢰도를 향상시킬 수 있을 것으로 사료된다.

Efficacy of Primed In Situ Labelling in Determination of HER-2 Gene Amplification and CEN-17 Status in Breast Cancer Tissue

  • Salimi, Mahdieh;Mozdarani, Hossein;Majidzadeh-A, Keivan
    • Asian Pacific Journal of Cancer Prevention
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    • 제13권1호
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    • pp.329-337
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    • 2012
  • Considerable attention has been given to the accuracy of HER-2 testing and the correlation between the results of different testing methods. This interest reflects the growing importance of HER-2 status in the management of patients with breast cancer. In this study the detection of HER-2 gene and centromere 17 status was evaluated using dual-colour primed in situ labelling (PRINS) in comparison with fluorescence in situ hybridization (FISH). These two methods were evaluated on a series of 27 formalin fixed paraffin embedded breast carcinoma tumours, previously tested for protein overexpression by HercepTest (grouped into Hercep 1+/0, 2+ and 3+). HER-2 gene amplification (ratio${\geq}2.2$) by PRINS was found in 3:3, 6:21 and 0:3 in IHC 3+, 2+ and 1+/0 cases, respectively. Comparing FISH and IHC (immunohistochemistry), showed the same results as for PRINS and IHC. Chromosome 17 aneusomy was found in 10 of 21 IHC 2+ cases (47.6%), of which 1 (10%) showed hypodisomy (chromosome 17 copy number per cell${\leq}1.75$), 7 (70%) showed low polysomy (chromosome 17 copy number per cell=2.26 - 3.75) and 2 (20%) showed high polysomy (chromosome 17 copy number per cell ${\geq}3.76$). The overall concordance of detection of HER-2 gene amplification by FISH and PRINS was 100% (27:27). Furthermore, both the level of HER-2 amplification and copy number of CEN17 analysis results correlated well between the two methods. In conclusion, PRINS is a reliable, reproducible technique and in our opinion can be used as an additional test to determine HER-2 status in breast tumours.

The Technical Benefits of Future GNSS for Taiwan

  • Chiang, Kai-Wei;Yang, Ming;Tsai, Meng-Lun;Chang, Yao-Yun;Chu, Chi-Kuang
    • 한국항해항만학회:학술대회논문집
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    • 한국항해항만학회 2006년도 International Symposium on GPS/GNSS Vol.2
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    • pp.3-8
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    • 2006
  • The next decade promises drastic improvements and additions to global navigation satellite systems (GNSS). Plans for GPS modernization include a civilian code measurement on the L2 frequency and a new L5 signal at 1176.45 MHz. Current speculations indicate that a fully operational constellation with these improvements could be available by 2013. Simultaneously, the Galileo Joint Undertaking is in the development and validation stages of introducing a parallel GNSS called Galileo. Galileo will also transmit freely available satellite navigation signals on three frequencies and is scheduled to be fully operational as early as 2008. In other words, a dual system receiver (e.g., GPS+GALILEO) for general users can access six civil frequencies transmitted by at least fifty eights navigation satellites in space. The advent of GALILEO and the modernization of GPS raise a lot of attention to the study of the compatibility and interoperability of the two systems. A number of performance analyses have been conducted in a global scale with respect to availability, reliability, accuracy and integrity in different simulated scenarios (such as open sky and urban canyons) for the two systems individually and when integrated. Therefore, the scope of this article aims at providing the technical benefits analysis for Taiwan specifically in terms of the performance indices mentioned above in a local scale, especially in typical urban canyon scenarios. The conclusions gained by this study will be applied by the Land Survey Bureau of Taiwanese as the guideline for developing future GNSS tracking facilities and dual GNSS processing module for precise surveying applications in static and kinematic modes.

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