• Title/Summary/Keyword: Structural guidance

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The Effects of Child Temperament, Assertive Behavior, and Maternal Parenting Behavior on Academic Achievement in Late Childhood (아동의 기질 및 주장적 행동과 어머니의 양육행동이 학업성취도에 미치는 영향)

  • Cho, Hee-Won;Park, Seong-Yeon;Chee, Yeon-Kyung
    • Korean Journal of Child Studies
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    • v.32 no.6
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    • pp.15-32
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    • 2011
  • The purpose of the present study was to examine mechanisms by which the characteristics of child temperament influences academic achievement in late childhood. It was hypothesized that the effects of child temperament on achievement would be mediated by assertive behavior on the part of children and maternal parenting behavior. Data for this study came from self-report questionnaires completed by 657 elementary school children (343 boys, 314 girls). The results of structural equation modeling demonstrated that child temperament affected academic achievement through both assertive behavior and maternal parenting behavior; this was evidenced across the entire sample. Child temperament (approach-withdrawal, mood quality, persistence) also had a number of positive effects on assertive behavior (directiveness, social assertiveness, defense of rights and interests) and maternal parental behavior (warmth-acceptance, guidance). These results were found to be the case for both boys and girls. The results of this study further revealed that maternal parenting behavior mediated the relationship between child temperament and achievement for boys, whereas assertive behavior played the same role for girls. These findings suggest the need for different approaches in developing programs to improve levels of academic achievement which give due consideration to child temperament and social behavior as well as parenting, based on child gender.

Relationships Among Stress Coping Strategy, Social Support, Psychological Well-being, Academic Attitude, of Adolescents with Multi Cultural Family Background (다문화청소년들의 스트레스대처, 사회적 지원, 심리적 안녕감과 학업태도 간의 인과관계 분석)

  • Lee, Deok-Hee
    • The Journal of the Korea Contents Association
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    • v.16 no.3
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    • pp.760-770
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    • 2016
  • This study analyzed the relationship between stress and academic attitude multicultural youth, and cope with stress social support, and to understand the relationship between the parameters of psychological Hi feeling, and for more efficient guidance Set the structural equation model for verifying the relationship between the factors that provide the basic data to verify the relationship between fit and Henin models through systematic analysis. The results of this study are as follows. First, we examined the difference between the factors of stress due to the demographic Henin multicultural youth. The difference between the stress corresponding to the average income of the grade and families was observed. However, differences in the stress in accordance with the residence period is significantly different from stress for participation in relationships between classes was observed. Second, the stress of multi cultural youth, psychological Hello feeling to cope with stress is sound had the effect of (-). However, social support, stress coping, that there is an effect of the parameters of the positive (+) revealed the relationship between the both of psychological Hello feeling of stress and academic attitude.

A Study on Frequency Domain Fatigue Damage Prediction Models for Wide-Banded Bimodal Stress Range Spectra (광대역 이봉형 응력 범위 스펙트럼에 대한 주파수 영역 피로 손상 평가 모델에 대한 연구)

  • Park, Jun-Bum;Kang, Chan-Hoe;Kim, Kyung-Su;Choung, Joon-Mo;Yoo, Chang-Hyuk
    • Journal of the Society of Naval Architects of Korea
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    • v.48 no.4
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    • pp.299-307
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    • 2011
  • The offshore plants such as FPSO are subjected to combination loading of environmental conditions (swell, wave, wind and current). Therefore the fatigue damage is occurred in the operation time because the units encounter the environmental phenomena and the structural configurations are complicated. This paper is a research for frequency domain fatigue analysis of wide-band random loading focused on accuracy of fatigue damage estimation regarding the proposed methods. We selected ideal bi-modal spectrum. And comparison between time-domain fatigue analysis and frequency-domain fatigue analyses are conducted through the fatigue damage ratio. Fatigue damage ratios according to Vanmarcke's bandwidth parameter are founded for wide-band. Considering safety, we recommend that Jiao-Moan and Tovo-Benasciutti methods are optimal way at the fatigue design for wide-band response. But, it is important that these methods based on frequency-domain unstably change the accuracy according to the material parameter of S-N curve. This study will be background and guidance for the new frequency-domain fatigue analysis development in the future.

A Multiple Database-Enabled Design Module with Embedded Features of International Codes and Standards

  • Kwon, Dae Kun;Kareem, Ahsan
    • International Journal of High-Rise Buildings
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    • v.2 no.3
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    • pp.257-269
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    • 2013
  • This study presents the development of an advanced multiple database-enabled design module for high-rise buildings (DEDM-HR), which seamlessly pools databases of multiple high frequency base balance measurements from geographically dispersed locations and merges them together to expand the number of available building configurations for the preliminary design. This feature offers a new direction for the research and professional communities that can be utilized to efficiently pool multiple databases therefore expanding the capability of an individual database and improving the reliability of design estimates. This is demonstrated, in this study, by the unprecedented fusion of two major established databases, which facilitates interoperability. The DEDM-HR employs a cyberbased on-line framework designed with user-friendly/intuitive web interfaces for the convenient estimation of wind-induced responses in the alongwind, acrosswind and torsional directions with minimal user input. In addition, the DEDM-HR embeds a novel feature that allows the use of wind characteristics defined in a code/standard to be used in conjunction with the database. This supplements the provisions of a specific code/standard as in many cases guidance on the acrosswind and torsional response estimates is lacking. Through an example, results from several international codes and standards and the DEDM-HR with the embedded features are compared. This provision enhances the scope of the DEDM-HR in providing an alternative design tool with nested general provisions of various international codes and standards.

Fatigue behavior of concrete beams reinforced with HRBF500 steel bars

  • Li, Ke;Wang, Xin-Ling;Cao, Shuang-Yin;Chen, Qing-Ping
    • Structural Engineering and Mechanics
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    • v.53 no.2
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    • pp.311-324
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    • 2015
  • The purpose of this study was to investigate experimentally the fatigue performance of reinforced concrete (RC) beams with hot-rolled ribbed fine-grained steel bars of yielding strength 500MPa (HRBF500). Three rectangular and three T-section RC beams with HRBF500 bars were constructed and tested under static and constant-amplitude cyclic loading. Prior to the application of repeated loading, all beams were initially cracked under static loading. The major test variables were the steel ratio, cross-sectional shape and stress range. The stress evolution of HRBF500 bars, the information about crack growth and the deflection developments of test beams were presented and analyzed. Rapid increases in deflections and tension steel stress occured in the early stages of fatigue loading, and were followed by a relatively stable period. Test results indicate that, the concrete beams reinforced with appropriate amount of HRBF500 bars can survive 2.5 million cycles of constant-amplitude cyclic loading with no apparent signs of damage, on condition that the initial extreme tensile stress in HRBF500 steel bars was controlled less than 150 MPa. It was also found that, the initial extreme tension steel stress, stress range, and steel ratio were the main factors that affected the fatigue properties of RC beams with HRBF500 bars, whose effects on fatigue properties were fully discussed in this paper, while the cross-sectional shape had no significant influence in fatigue properties. The results provide important guidance for the fatigue design of concrete beams reinforced with HRBF500 steel bars.

A brief review of the bilayer electrolyte strategy to achieve high performance solid oxide fuel cells (고성능 고체산화물 연료전지를 위한 이중층 전해질 전략)

  • Park, Jeong Hwa;Kim, Doyeub;Kim, Kyeong Joon;Bae, Kyung Taek;Lee, Kang Taek
    • Ceramist
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    • v.23 no.2
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    • pp.184-199
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    • 2020
  • The solid oxide fuel cells (SOFCs) are the one of the most promising energy conversion devices which can directly convert chemical energy into electric power with high efficiency and low emission. The lowering operating temperature below 800 ℃ has been considered as the mostly considerable research and development for commercialization. The major issue is to maintain reasonably high performance of SOFCs at reduced temperatures due to increment of polarization resistance of electrodes and electrolyte. Thus, the alternative materials with high catalytic activities and fast oxygen ion conductivity are required. For recent advances in electrolyte materials and technology, newly designed, highly conductive electrolyte materials and structural engineering of them provide a new path for further reduction in ohmic polarization resistance from electrolytes. Here, a powerful strategy of the bilayer concept with various oxide electrolytes of SOFCs are briefly reviewed. These recent developments also highlight the need for electrolytes with greater conductivity to achieve a high performance, thus providing a useful guidance for the rational design of cell structures for SOFCs. Moreover, cell design, materials compatibility, processing methods, are discussed, along with their role in determining cell performance. Results from state-of-the-art SOFCs are presented, and future prospects are discussed.

The Prognostic Factors of Selective Transforaminal Epidural Block in Patients with Low Back Pain (요하지통 환자에서 선택적 경추간공 경막외강 블록의 예후 인자)

  • Choi, Byung In;Han, Jeong Mi;Kweon, Tae Dong;Lee, Youn-Woo
    • The Korean Journal of Pain
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    • v.20 no.1
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    • pp.54-59
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    • 2007
  • Background: Selective transforaminal epidural block (STEB) has showen effectiveness as a diagnostic and therapeutic option for the management of patients with low back pain or sciatica. This study was carried out in order to determine the short-term effects and prognostic factors associated with STEB in patients with low back pain or sciatica. Methods: Ninety-seven patients were selectedfor participation in this study. Their diagnosis were based werewason the clinical symptoms and MRI findings. We performed STEB under fluoroscopic guidance and injected 3 ml of radio opaque dye in order to confirm the technical success of the procedure. We then injected 20 mg of triamcinolone mixed into 3 ml of 0.5% mepivacaine. One month later, we classified the patient outcomes as excellent, good, moderate or poor, according to the degree of reduction in VAS score from baseline. The independent variables assessed included symptom duration, block level, number of blocks, primary diagnosis, prior caudal block, anterior epidural space filling of dye, medication history, demographic data, radiating pain, back surgery and spondylolisthesis. Results: At a mean follow-up period of 1 month after STEB, excellent results were noted in the patients diagnosed with herniated lumbar disc (70%), non-specific spondylosis (54%), spinal stenosis (44%), and failed back syndrome (28%). The patients with epidural adhesion and combined spondylolisthesis were associated with poorer outcomes. Combined caudal block, symptom duration and the extent of epidural spread of the drug were not related to the effectiveness of the treatment. Conclusions: Selective transforaminal epidural block is effective in treating patients with radiculopathy, such as herniated lumbar disc, but it isrelatively ineffective in treating patients with structural deformities, such as failed back syndrome and spondylolisthesis.

Finite element modelling of back-to-back built-up cold-formed stainless-steel lipped channels under axial compression

  • Roy, Krishanu;Lau, Hieng Ho;Lim, James B.P.
    • Steel and Composite Structures
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    • v.33 no.1
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    • pp.37-66
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    • 2019
  • In cold-formed steel structures, such as trusses, wall frames and portal frames, the use of back-to-back built-up cold-formed stainless-steel lipped channels as compression members are becoming increasingly popular. The advantages of using stainless-steel as structural members are corrosion resistance and durability, compared with carbon steel. The AISI/ASCE Standard, SEI/ASCE-8-02 and AS/NZS do not include the design of stainless-steel built-up channels and very few experimental tests or finite element analyses have been reported in the literature for such back-to back cold-formed stainless-steel channels. Current guidance by the American Iron and Steel Institute (AISI) and the Australian and New Zealand (gAS/NZS) standards for built-up carbon steel sections only describe a modified slenderness approach, to consider the spacing of the intermediate fasteners. Thus, this paper presents a numerical investigation on the behavior of back-to-back cold-formed stainless-steel built-up lipped channels. Three different grades of stainless steel i.e., duplex EN1.4462, ferritic EN1.4003 and austenitic EN1.4404 have been considered. Effect of screw spacing on the axial strength of such built-up channels was investigated. As expected, most of the short and intermediate columns failed by either local-global or local-distortional buckling interactions, whereas the long columns, failed by global buckling. All three grades of stainless-steel stub columns failed by local buckling. A comprehensive parametric study was then carried out covering a wide range of slenderness and different cross-sectional geometries to assess the performance of the current design guidelines by AISI and AS/NZS. In total, 647 finite element models were analyzed. From the results of the parametric study, it was found that the AISI & AS/NZS are conservative by around 10 to 20% for cold-formed stainless-steel built-up lipped channels failed through overall buckling, irrespective of the stainless-steel grades. However, the AISI and AS/NZS can be un-conservative by around 6% for all three grades of stainless-steel built-up channels, which failed by local buckling.

Image Fusion Framework for Enhancing Spatial Resolution of Satellite Image using Structure-Texture Decomposition (구조-텍스처 분할을 이용한 위성영상 융합 프레임워크)

  • Yoo, Daehoon
    • Journal of the Korea Computer Graphics Society
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    • v.25 no.3
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    • pp.21-29
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    • 2019
  • This paper proposes a novel framework for image fusion of satellite imagery to enhance spatial resolution of the image via structure-texture decomposition. The resolution of the satellite imagery depends on the sensors, for example, panchromatic images have high spatial resolution but only a single gray band whereas multi-spectral images have low spatial resolution but multiple bands. To enhance the spatial resolution of low-resolution images, such as multi-spectral or infrared images, the proposed framework combines the structures from the low-resolution image and the textures from the high-resolution image. To improve the spatial quality of structural edges, the structure image from the low-resolution image is guided filtered with the structure image from the high-resolution image as the guidance image. The combination step is performed by pixel-wise addition of the filtered structure image and the texture image. Quantitative and qualitative evaluation demonstrate the proposed method preserves spectral and spatial fidelity of input images.

The Mediated Effects of Gratitude Disposition and Academic Self-Efficacy between Academic Stress and Adjustment to College of Female College Students (전문여대생의 학업스트레스와 대학생활적응과의 관계에서 감사성향, 학업적자기효능감의 매개효과)

  • Lee, Ye-Won;Lee, Eun-Sung
    • The Journal of the Korea Contents Association
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    • v.19 no.5
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    • pp.35-47
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    • 2019
  • The purpose of this study in to verify the impact of gratitude disposition and academic self-efficacy on the process in which academic stress of college freshman are affected in adjustment to college. For this, research models were established based on prior studies and processes were verified through correlation analysis and structural equation analysis. Data was collected from 1785 freshman students from college in Incheon. Four measurement instruments were employed: Academic Stress Scale, Gratitude Questionnaire, Academic Self-Efficacy Scale, Students Adjustment to College Questionnaire. The results showed that academic stress showed negative effect on adjustment to college, gratitude disposition, and academic self-efficacy. The dual mediation effect by gratitude disposition and academic self-efficacy was also verified. Implications for adjustment to college and academic guidance, limitations of the study and suggestions for future researches are discussed.