• Title/Summary/Keyword: investigation table

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Ground Deformation involving drawdown of the water table in deep excavation - Numerical Investigation (지하굴착시 지하수저하에 따른 지반침하 - 수치해석 연구)

  • Choi, Go-Ny;Yoo, Chung-Sik
    • Proceedings of the Korean Geotechical Society Conference
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    • 2010.09b
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    • pp.13-20
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    • 2010
  • This paper presents the results of a numerical investigation on the ground deformation in deep excavation with emphasis on the groundwater lowering. Using the stress-pore pressure coupled analysis Consideration to the effect of ground excavation and groundwater interaction were carried out and a series of two-dimensional finite element model was employed to perform a parametric study on a wide range of soil profile and initial ground water table condition.

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Fundamental Study on the Items of Check and Evaluation at the Rockfall-worried Railroad Sites (선로연변 낙석우려개소 점검 및 평가항목에 대한 기초연구)

  • 박영곤;김현기;김경태;신민호
    • Proceedings of the KSR Conference
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    • 2001.05a
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    • pp.431-436
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    • 2001
  • Rockfall has long been a serious problem, especially derailment of train running on the track in mountainous regions. The purpose of this study is to suggest the reasonable items of check and evaluation to railroad rock slopes for safe maintenance and management of rockfall-worried railroad sites. Therefore, main and sub items were extracted from the survey of foreign and other authorities' cases and evaluation table (temporary) composed of items classified by important degree was suggested. To evaluate the availability and reasonability of items, statistical analysis based on field investigation namely SMR(Slope Mass Rating) and explanation values was carried.

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A Study on the Characteristics of RTA Furniture and Development of Seminar Table (RTA가구의 특성과 세미나 테이블 개발에 관한 연구)

  • Lee, Nak Hyun;Kim, Mi Sook
    • Journal of the Korea Furniture Society
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    • v.28 no.4
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    • pp.259-267
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    • 2017
  • Furniture should change according to space. Therefore, it is important that the flexibility of the furniture, the functional efficiency, the economical efficiency and the convenience of the furniture of today. These characteristics are also important for seminar tables that are used temporarily by a large number of people. The seminar furniture currently in use has no shielding plate, there are two forms of table and shielding plate folding table. Therefore, in this research, furniture design and product development that can complement the shortcomings of the seminar furniture currently in use were done. Analysis of problems through overseas investigation and domestic market research, design planning and design, and prototyping. We have sought to optimize the volume by applying the characteristics of RTA furniture to develop a lightweight, lightweight, lightweight, easy to install and easy to use shielding plate, and open and closed system. Basically developed two types of shielding board seminar table basic shape and Roll Screen type, we expanded the scope of application such as each color and pattern. In order to reduce the weight, we replaced the parts such as anchor bolts and hinges and the shielding plate with Roll Screen and pursued volume optimization. As a result of this research, it is expected that the system of mechanisms such as packaging standardization and damage prevention for weight reduction and volume optimization will contribute to building competitiveness by domestic office prefabricated furniture industry's original technology.

Application of OMA on the bench-scale earthquake simulator using micro tremor data

  • Kasimzade, Azer A.;Tuhta, Sertac
    • Structural Engineering and Mechanics
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    • v.61 no.2
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    • pp.267-274
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    • 2017
  • In this study was investigated of possibility using the recorded micro tremor data on ground level as ambient vibration input excitation data for investigation and application Operational Modal Analysis (OMA) on the bench-scale earthquake simulator (The Quanser Shake Table) for model steel structures. As known OMA methods (such as EFDD, SSI and so on) are supposed to deal with the ambient responses. For this purpose, analytical and experimental modal analysis of a model steel structure for dynamic characteristics was evaluated. 3D Finite element model of the building was evaluated for the model steel structure based on the design drawing. Ambient excitation was provided by shake table from the recorded micro tremor ambient vibration data on ground level. Enhanced Frequency Domain Decomposition is used for the output only modal identification. From this study, best correlation is found between mode shapes. Natural frequencies and analytical frequencies in average (only) 2.8% are differences.

The analysis of RC bridge piers on shaking table test by using Nonlinear program (비선형 해석프로그램을 이용한 RC교각의 진동대 시험 분석)

  • Yang, Dong-Wook;Park, Young-Kwon;Lee, Yeon-Hun;Chung, Young-Soo;Lee, Dae-Hyoung
    • Proceedings of the Korea Concrete Institute Conference
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    • 2009.05a
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    • pp.67-68
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    • 2009
  • This research aims at investigating the seismic behavior of RC bridge piers subjected to NFGM in low or moderate seismic region according to Volumetric Confinement Steel Ratio through the shaking table test unlike original way of the test. This investigation deal with the estimate with SARCF for shaking table test by the comparative analysis for the value of FFT.

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Life Table Studies of Leaf Roller, Diaphania pulveruleutalis (Hampson) (Lepidoptera: Pyralidae) - A Major Pest of Mulberry

  • Rajadurai, S.;Bhattacharya, S.;Shekhar, M.A.
    • International Journal of Industrial Entomology and Biomaterials
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    • v.5 no.1
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    • pp.33-36
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    • 2002
  • Mulberry leaf roller, Diaphania pulverulentalis (Hampson), is a major pest of mulberry, Morus alba. The life table construction from present investigation reveals the age specific survival $(1_{x)}$ and the age specific fecundity $(m_{x})$ of the pest. The female contributed the highest egg production $(m_{x} = 12.75)4 in the life cycle on the $27^{th}$ day and the lowest $(m_{x} = 0.8)$ on the 37$^{th}$ day of the pivotal age. The female progeny production was observed to be intensive for the first six days after the preoviposition period, beyond which it declines steadily, The fecundity of D. pulverulentalis varies between 60-140. The first female mortality within the cohort occurred 4 days after the adult emergence and mortality increased thereafter, One generation is completed in 33.08 days. The female dominated sex ratio (1: 7.18 days) was recorded.

OMA of model chimney using Bench-Scale earthquake simulator

  • Tuhta, Sertac
    • Earthquakes and Structures
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    • v.16 no.3
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    • pp.321-327
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    • 2019
  • This study investigated the possibility of using the recorded micro tremor data on ground level as ambient vibration input excitation data for investigation and application Operational Modal Analysis (OMA) on the bench-scale earthquake simulator (The Quanser Shake Table) for model chimney. As known OMA methods (such as EFDD, SSI and so on) are supposed to deal with the ambient responses. For this purpose, analytical and experimental modal analysis of a model chimney for dynamic characteristics was performed. 3D Finite element model of the chimney was evaluated based on the design drawing. Ambient excitation was provided by shake table from the recorded micro tremor ambient vibration data on ground level. Enhanced Frequency Domain Decomposition is used for the output only modal identification. From this study, best correlation is found between mode shapes. Natural frequencies and analytical frequencies in average (only) 1.996% are different.

A NUMERICAL INVESTIGATION ON THE ZEROS OF THE TANGENT POLYNOMIALS

  • Ryoo, C.S.
    • Journal of applied mathematics & informatics
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    • v.32 no.3_4
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    • pp.315-322
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    • 2014
  • In this paper, we observe the behavior of complex roots of the tangent polynomials $T_n(x)$, using numerical investigation. By means of numerical experiments, we demonstrate a remarkably regular structure of the complex roots of the tangent polynomials $T_n(x)$. Finally, we give a table for the solutions of the tangent polynomials $T_n(x)$.

Shaking Table Test of 1/3-Scale 3-Story Sam-Hwan Camus Precast Concrete Model (1/3축소 3층 삼환까뮤 P.C 모델의 진동대 실험)

  • 이한선
    • Proceedings of the Korea Concrete Institute Conference
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    • 1992.10a
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    • pp.140-154
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    • 1992
  • The objective of the research stated here was aimed at providing the information needed to establish the Korean Seismic Design Code Recommendations and Guides for precast concrete (P.C) large panel apartment buildings. This was accomplished by investigation and analysis of the response of P.C large panel structures subjected to shaking table excitation simulating earthquake ground motion. one of the test specimens used was 1/3-scaled 3-story box P.C model provided by Sam-Hwan Camus Corporation. The 4m $\times$4m shaking table was used to simulate the earthquake ground motion. the employed input accelerogram was the one recorded as Taft N21E component and the peak ground acceleration(PGA) was scaled depending on the desired level of seismic severity and the time according to dynamic similitude rule. Based on results obtained from shaking table test of this P.C model, the following conclusions were drawn . (1) As far as test specimen is concerned, the seismic safety factors turns out to be 7~8. (2)P.C model has damping ratio of about8% which is twice larger than in-situ R.C. structure. And (3)this model has global displacement ductility ratio of 2~3 through the energy dissipation by opening and sliding of joints.

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Investigation of Friction Hysteresis in Miniaturized Linear Table Lubricated Withgrease (그리스 윤활 소형 이송계 마찰력의 이력현상 측정 및 분석)

  • Ahn, Sung Woo;Jeong, Young Hun;Song, Chang Kyu
    • Journal of the Korean Society of Manufacturing Technology Engineers
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    • v.22 no.4
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    • pp.761-766
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    • 2013
  • A precision linear motion table plays a crucial role in manufacturing systems used in various industries such as machine tools, semiconductors, and nanofabrication. In particular, one of the most typical mechanisms for a linear motion table is to use a ballscrew and LM guides. However, this mechanism is inevitably influenced by friction because of the relative motion in its joint regions. One of the most complex phenomena in friction is the hysteresis behavior of dynamic friction, which was compared with the steady dynamic friction that was presented using a Stribeck curve in this study. Therefore, we investigated the dynamic friction and its hysteresis behavior using a miniaturized linear table equipped with a ballscrew and LM guides that were lubricated with grease. Subsequently, it could be seen that hysteresis could be considered a time delay after zero-velocity crossing and that it was influenced by acceleration.