• Title/Summary/Keyword: Out-of-field

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The Effect of Field-Experience Learning Activites Program for the Integrated Textbook on the Environmental Attitude of Elementary School Students (통합교과적 체험 환경교육 프로그램이 초등학생의 환경태도에 미치는 영향)

  • Chang Hyoung-Joo;Shin Young-Joon
    • Journal of Korean Elementary Science Education
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    • v.24 no.5
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    • pp.495-503
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    • 2005
  • The purpose of this study was to analyze elementary school students' attitudes through field-experience teaming activities program for the integrated textbook on the environment issues. This study was conducted after implementing the field environmental education for fifth graders with the teaching-teaming plan applied to the field education and was based on the analysis of environment-related education for the fifth graders. A total of 64 elementary students, 32 in the experimental group and 342 in the control group, were involved in this study. The study used the instrument consisting of 36 Likert-type questions on attitudes toward environment. After going over the influences of the field environmental education program on the students, we found out the positive development in the pre-test and post-test, concerning all environmental themes, especially in the field of protection of animals, environmental pollution, and environment in general.

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Time Domain Soil-Structure Interaction Analysis for Earthquake Loadings Based on Analytical Frequency-Dependent Infinite Elements (해석적 주파수종속 무한요소를 사용한 시간영역해석의 지반-구조물의 상호작용을 고려한 지진해석)

  • Kim, Doo-Kie;Yun, Chung-Bang
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 1999.04a
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    • pp.121-128
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    • 1999
  • This paper presents a time domain method for soil-structure interaction analysis for seismic loadings. It is based on the finite element formulation incorporating analytical frequency-dependent infinite elements for the far field soil. The dynamic stiffness matrices of the far field region formulated using the present method in frequency domain can be easily transformed into the corresponding matrices in time domain. At first, the equivalent earthquake forces are evaluated along the interface between the near and the far fields from the free-field response analysis carried out in frequency domain, and the results are transformed into the time domain. An efficient procedure is developed for the convolution integrals to evaluate the interaction force along the interface, which depends on the response on the interface at the past time instances as well as the concurrent instance. Then, the dynamic responses are obtained for the equivalent earthquake force and the interaction force using Newmark direct integration technique. Since the response analysis is carried out in time domain, it can be easily extended to the nonlinear analysis. Example analysis has been carried out to verify the present method in a multi-layered half-space.

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A Study on the Improvement of Stress Field Analysis in a Domain Composed of Dissimilar Materials

  • Song, Kee-Nam;Lee, Jin-Seok
    • Nuclear Engineering and Technology
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    • v.30 no.3
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    • pp.202-211
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    • 1998
  • Interfacial stresses at two-material interfaces and initial displacement field over the entire domain are obtained by modifying the potential energy functional with a penalty function, which enforces continuity of the stresses at the interface of two materials. Based on the initial displacement field and interfacial stresses, a new methodology to generate a continuous stress field over the entire domain has been proposed by combining the modified projection method of stress-smoothing and Loubignac's iterative method of improving the displacement field. Stress analysis is carried out on two examples made of dissimilar materials : one is a two-material cantilever composed of highly dissimilar materials and the other is a zirconium-lined cladding tube made of slightly dissimilar materials. Results of the analysis show that the proposed method provides an improved continuous stress field over the entire domain, and accurately predicts the nodal stresses at the interface, while the conventional displacement-based finite element method produces significant stress discontinuities at the interface. In addition, the total strain energy evaluated from the improved continuous stress field converges to the exact value in a few iterations.

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Design Analysis and Field Try-out of Automotive Panel Dies (자동차 패널금형의 설계해석과 현장 트라이아웃)

  • 이종문;금영탁
    • Transactions of Materials Processing
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    • v.8 no.2
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    • pp.127-134
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    • 1999
  • This study suggests the practical method which can reduce the lead time of the field trial and design of the dies. The virtual manufacturing, with which the die design is evaluated by computer analysis, reveals the impropriety of a design before die makings. Three methods for reducing the die making process occupying over 60% of the automotive development are like follows: First, the crack and wrinkle occurrence can be prevented by virtually adjusting the blank holding force and drawbead force with a computer simulation. Second, the parts which can not remove the forming defects in spite of the adjustment of forming parameters need to modify the part geometry or punch temporary shape. Third, the simulation before field trial, and field trial simulation can be effectively used in die design.

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Response of self-centering braced frame to near-field pulse-like ground motions

  • Rahgozar, Navid;Moghadam, Abdolreza S.;Aziminejad, Armin
    • Structural Engineering and Mechanics
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    • v.62 no.4
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    • pp.497-506
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    • 2017
  • A low damage self-centering braced frame equipped with post-tensioning strands is capable of directing damage to replaceable butterfly-shaped fuses. This paper investigates the seismic performance of rocking braced frame under near-field pulse-like ground motions compared to far-field records. A non-linear time history analysis is performed for twelve self-centering archetypes. A sensitivity analysis is carried out to examine the influences of ground motion types and modeling parameters. Findings represent the proper efficiency of the self-centering system under both far-field and near-field pulse-like ground motions.

The Pull-out Characteristics of Pressurized Grouting Soil Nailing using Rubber Membrane Packer System (고무막 패커시스템을 적용한 가압 그라우팅 쏘일네일링 공법의 인발거동 특성)

  • Bae, Kyung-Tae;Choi, Kyung-Gyp;Cho, Kook-Hwan;Kim, Hyun-Jung;Kim, Ji-Hwan
    • Proceedings of the Korean Geotechical Society Conference
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    • 2008.03a
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    • pp.405-411
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    • 2008
  • The pressurized grouting soil nailing method using rubber membrane packer system was developed for recycling materials to minimize environmental pollution and reducing construction costs. For this purpose, field pull-out tests were performed to evaluate the characteristics of soil nailing by measuring tensile stresses and axial displacements.

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Design and fabrication of a micromirror using silicon bulk micromachining for out-of-plane right angle reflection (기판으로부터 수직 반사를 위한 실리콘 마이크로 미러의 설계와 제작)

  • Jang, Yun-Ho;Kim, Yong-Kweon
    • Proceedings of the KIEE Conference
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    • 2002.07c
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    • pp.1985-1987
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    • 2002
  • Silicon bulk micromachined micromirrors are designed and fabricated for out-of-plane right angle reflection. The micromirror is comprised of a minor plate, springs, magnetic bars and electrodes. Single crystalline silicon is used for a flatness improvement of a mirror plate. Out-of-plane right angle reflection requires a 45 degree operation of the micromirror. The micromirrors are operated by applying a magnetic field, which is generated by a coil located below a substrate. For an individual mirror operation, each mirror is clamped using an electrostatic force against the electromagnetic force. Angular deflections are measured and compared with theoretical data. The micro mirror operates up to 45 degree when magnetic field is 4 kA/m which is generated by a 115 mA coil current Simple addressing is tested, and it is shown that a clamping voltage is less than 5V.

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ATMOSPHERIC REFRACTION EFFECTS ON LAMOST

  • SUN AIQUN;Hu JINGYAO
    • Journal of The Korean Astronomical Society
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    • v.29 no.spc1
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    • pp.397-398
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    • 1996
  • Large field spectrographs are severely influenced by atmospheric refraction. LAMOST is a large field multi-object spectroscopy telescope with $5^{\circ}$ field of view, f/5 focus ratio and 20m focal length. There will be 4000 fibers simultaneous on it's $\phi$1.75m focal plane. Here we discuss the atmospheric refraction effects on LAMOST in two hands. One is the effect of differential refraction across the field, another is the effect of atmospheric dispersion. According to the calculation, we find that: 1. The largest deviation from center within the field is 4.;32" during a 1.5-hour integration at $80^{\circ}$ declination. 2. The directions of deviation are complex, so the deviations can't be decreased by rotating the field. We also give out the atmospheric dispersions.

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An Experimental Study on the Analysis of Behavior Characteristics of the NDB Soil Nailing System (NDB 쏘일네일링 시스템의 거동특성 평가에 관한 실험적 고찰)

  • 김홍택;정성필;박시삼;전경식
    • Proceedings of the Korean Geotechical Society Conference
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    • 2003.03a
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    • pp.521-528
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    • 2003
  • In this study, a newly modified soil nailing technology called as the NDB(New Down and Board) soil nailing system is introduced. To improve the trafficability, workability, and economical efficiency, SMC(Sheet Molding Compound) board is adopted instead of using the concrete block facing. The SMC board has a distinct advantage of showing a fine view by directly coating with any kind of environmental photos. Composite material properties of the SMC board and cement grout are distinguished features of the NDB soil nailing system. In the present study, both laboratory tests(bending and punching failure tests) and field pull-out tests are carried out to analyze the behavior characteristics of the NDB soil nailing system, including the stress and strain distribution.

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The Effects of Root Gap on Mechanical Properties and Fatigue Strength of Weldment (용접부의 기계적 성질 및 피로강도에 미치는 루트 간격의 영향)

  • 이원근;장경복;강성수
    • Journal of Welding and Joining
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    • v.19 no.2
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    • pp.98-103
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    • 2001
  • Root gap out of standard by welding deformation is frequently produced at butt weld joints of steel bridge. For example although standard root gap is below 6mm at butt weld joints of plates under 15mm thickness. maximum 35mm root opening is produced at the weld field. At this case, the part out of standard is generally built up and the rest part is welded by WPS. Direct welding without built-up welding is preferred in weld field because built-up welding process bring about the cost-up at manufacturing. To apply this direct weld to root gap out of standard, the investigation about mechanical properties and fatigue at weldment is required. Inthisstudy, therefore the verification for direct weld without built up is performed at weldment as root gap. It includes tension, bending. hardness, impact and fatigue test for each welding specimen of 6mm, 25mm, 35mm root gap.

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