• Title/Summary/Keyword: tiered test

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How to develop tiered tests: A developmental framework using statistical indexes and four tier types in secondary physics

  • Kim, Min-Kee;Jung, Jin-Sun;Pak, Sung-Jae
    • Journal of The Korean Association For Science Education
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    • v.29 no.3
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    • pp.277-290
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    • 2009
  • In the era of the outcome-based education, multiple-choice test has been widely employed owing to its efficiency that enables educators to evaluate a quantity of students with much objectiveness. However, the prevalent test has not been reconsidered enough to overcome its apparent shortcomings: examiners' effort for developing plausible and faultless distracters defending from every falsification, and students' random guessing on key choices. For alleviating such defects, tiered test as an experimental format of multiple-choice tests has been suggested in science education. Since there has not accumulated much study on the implementation of tiered tests, our research aim is set to construct a framework suggesting statistical indexes for rationally discerning tiered units that develop an effective tiered test. Graded both by our tiered-scoring and by the conventional partial-scoring, the preliminary tiered test in secondary physics attests the improvement in its discrimination and difficulty distribution. The findings reveal that the two indexes discern effective tiered items: discrimination increase (Ct-p) and difficulty decrease (Dp-t). Based on the index information, 4 heterogeneous tier types are recommended in the content of secondary physics: directional manipulation, repeated calculation, diverse explanation, and plural variables.

The role of wall configuration and reinforcement type in selecting the pseudo-static coefficients for reinforced soil walls

  • Majid Yazdandoust;Amirhossein Rasouli Jamnani;Mohsen Sabermahani
    • Geomechanics and Engineering
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    • v.35 no.5
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    • pp.555-570
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    • 2023
  • In the current study, a series of experimental and analytical evaluations were performed to introduce the horizontal pseudo static coefficient (kh) as a function of the wall configuration and the reinforcement type for analyzing reinforced soil walls. For this purpose, eight shaking table tests were performed on reduced-scale models of integrated and two-tiered walls reinforced by metal strip and geogrid to determine the distribution of dynamic lateral pressure in the walls. Then, the physical models were analyzed using Mononobe-Okabe method to estimate the value of kh required to establish the dynamic lateral pressures similar to those observed in shaking table tests. Based on the results, the horizontal pseudo static coefficient and the position of resultant lateral force (R) were introduced as a function of the horizontal peak ground acceleration (HPGA), the wall configuration, the reinforcement type as well as maximum wall displacement.

Failure Mechanism of Geosynthetic Reinforced Segmental Retaining Well in Tiered Configuration Using Reduced-scale Model Tests (축소 모형 실험에 의한 계단식 보강토옹벽의 파괴 메카니즘)

  • Yoo Chung-Sik;Jung Hyuk-Sang;Jeon Sang-Soo;Lee Bong-Won;Kim Ki-Yeon;Jeon Han-Yong
    • Journal of the Korean Geotechnical Society
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    • v.21 no.3
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    • pp.65-77
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    • 2005
  • This paper investigates the failure mechanism of geosynthetic-reinforced segmental retaining walls with tiered configuration using reduced-scale model tests. The reduced scale model test set-up was established to simulate a 5 m high full-scale wall. The geometry and material properties used in the model test were determined based on the Similitude Laws. The wall failures in the model tests were successfully generated by their self weight without any surface loading and analyzed examining the digital video recordings. The failure mechanisms was examined with respect to the various offsets between the lower and upper teres and the reinforcement length. Based on the results the appropriateness of the current design guideline was discussed.

OCP Cold Storage Test-bed (OCP Cold Storage 테스트베드)

  • Lee, Jaemyoun;Kang, Kyungtae
    • KIISE Transactions on Computing Practices
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    • v.22 no.3
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    • pp.151-156
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    • 2016
  • Cloud computing systems require a huge number of storage servers due to the growing implications of power bills, carbon emissions, and logistics of data centers. These considerations have motivated researchers to improve the energy efficiency of storage servers. Most servers use a lot of power irrespective of the amount of computing that they are doing, and one important goal is to redesign servers to be power-proportional. However, Research on large-scale storage systems is hampered by their cost. It is therefore desirable to develop a scalable test-bed for evaluating the power consumption of large-scale storage systems. We are building on open-source projects to construct a test-bed which will contribute to the assessment of power consumption in tiered storage systems. Integrating the cloud application platform can easily extend the proposed testbed laying a foundation for the design and evaluation of low-power storage servers.

Rainfall and Performance of Soil-Reinforced Regtaining Wall - Investigation on Case Histories (강우와 보강토 옹벽의 거동 - 시공 및 붕괴사례 고찰)

  • Yoo, Chung-Sik;Jung, Hyuk-Sang
    • Journal of the Korean Geosynthetics Society
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    • v.5 no.3
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    • pp.17-24
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    • 2006
  • This paper presents the two field walls that demonstrate the effect of rainfall on the performance of soil-reinforced retaining wall. A field test wall constructed in Geotechnical Experimental Site at Sungkyunkwan University has been monitored for more than 8 months to study the long-term behavior of soil-reinforced retaining wall. The measured data showed a good correlation between rainfall and wall movement after wall completion. A case of failed soil-reinforced retaining wall also is presented to highlight the effect of rainfall on the performance of soil-reinforced retaining wall. Implications of the findings are discussed.

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Immunomodulatory effects of silymarin after subacute exposure to mice: A tiered approach immunotoxicity screening

  • Karimi, Gholamreza;Hassanzadeh-Josan, Samed;Memar, Bahram;Esmaeili, Seyed-Alireza;Riahi-Zanjani, Bamdad
    • Journal of Pharmacopuncture
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    • v.21 no.2
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    • pp.90-97
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    • 2018
  • Silymarin is a flavonoid complex extracted from the Silybum marianum plant with a wide range of pharmacological and biochemical effects. In the present study, the immunomodulatory effects of silymarin were investigated in BALB/c mice. Silymarin was administered daily by intraperitoneal injection at doses of 50, 100 and 150 mg/kg for 14 consecutive days. Following the exposure, host hematological parameters, spleen cellularity and histopathological examination, as well as delayed-type hypersensitivity (DTH) responses, hemagglutination titers (HA), splenocyte cytokine production and lymphocyte proliferation assay were studied in all of the test groups of animals. The results showed that the low dose of silymarin (50 mg/kg) could stimulate both cellular and humoral immune functions in the treated hosts. In addition, silymarin at 100 mg/kg appeared to impact on DTH responses and lymphoproliferation. Based on the finding here, it would seem that silymarin has efficient immunostimulant properties. As a recommendation, the application of silymarin along with acupuncture technique (herbal acupuncture) can be thought as a good plan to modulate and enhance the immune system for the management of several immunodeficiency disorders. However, further studies are required to demonstrate this hypothesis.

Investigation on Effect of Rainfall on Performance of Soil-Reinforced Regtaining Wall (강우가 보강토 옹벽의 거동에 미치는 영향에 관한 연구)

  • Yoo, Chung-Sik;Jung, Hyuk-Sang
    • Journal of the Korean Geosynthetics Society
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    • v.2 no.3
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    • pp.47-55
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    • 2003
  • This paper presents the two field walls that demonstrate the effect of rainfall on the performance of soil-reinforced retaining wall. A field test wall constructed in Geotechnical Experimental Site at Sungkyunkwan University has been monitored for more than 8 months to study the long-term behavior of soil-reinforced retaining wall. The measured data showed a good correlation between rainfall and wall movement after wall completion. A case of failed soil-reinforced retaining wall also is presented to highlight the effect of rainfall on the performance of soil-reinforced retaining wall. Implications of the findings are discussed.

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A Tiered Approach of Washing and Stabilization to Decontaminate and Recycle Dredged River Sediment (세척과 안정화기술을 적용한 오염 준설토의 처리 및 재활용 시스템 개발)

  • Kim, Young-Jin;Nam, Kyoung-Phile;Lee, Seung-Bae;Kim, Byeong-Kyu;Kwon, Young-Ho;Hwang, In-Seong
    • Journal of Soil and Groundwater Environment
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    • v.15 no.2
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    • pp.47-54
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    • 2010
  • Although the demands for the dredging work have been increasing due to social and industrial reasons including national plan for restoration of four major rivers, environmental standards or management guidelines for the dredged river sediment are limited. The suggested environmental standard for the beneficial use of dredged river sediment consists of two levels, recyclable and concern, and includes eight contaminants such as metals and organic contaminants. The systematic approach to remediate dredged river sediment is also suggested. The system consists of both washing and stabilization processes with continuous multi particle separation. In the early stage, the sediments are separated into two particle sizes. The coarse-grained sediment over 0.075 mm, generally decontaminated with less trouble, follows normal washing steps and is sent for recycling. The fine-grained sediments under 0.075 mm are separated again at 0.025 mm. The particles bigger than this second separation point are treated in two ways, advanced washing for highly contaminated sediments and stabilization for less. The lab test results show that birnessite and apatite are most effective stabilizing agents among tested for Cd and Pb. The most fine residues, down-sized by continuous particle separation, are finally sent for disposal. The system is tested for metals in this study, but is expected to be effective for organic contaminants included in the environmental standard, such as PAH and PCE. The feasibility test on the field site will be followed.

Long-Term Performance of Full-Scale Tiered Geogrid Reinforced Wall under Sustained Load (실대형 계단식 보강토 옹벽의 지속 하중하에서의 장기변형 거동 특성)

  • Yoo, Chung-Sik;Jung, Hye-Young;Lee, Bong-Won
    • Journal of the Korean Geosynthetics Society
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    • v.4 no.2
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    • pp.29-38
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    • 2005
  • It is essential to take consideration of long-term deformation characteristics of mechanically stabilized earth wall user sustained and repeated loads for design and construction, especially for use as part of permanent structures. This paper presents the long-term performance of a full-scale geogrid reinforced segmental retaining wall results based on the measured strains in geogrids for three years. The results indicate that the reinforcement tensile strains tend to continuously increase after wall completion with the increase being more pronounced in the reinforcement layers in the lower tier. It can be concluded that the long-term deformation should be taken in account for walls constructed as part of permanent structures for which wall deformation should be controlled.

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Prediction of Longline Fishing Activity from V-Pass Data Using Hidden Markov Model

  • Shin, Dae-Woon;Yang, Chan-Su;Harun-Al-Rashid, Ahmed
    • Korean Journal of Remote Sensing
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    • v.38 no.1
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    • pp.73-82
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    • 2022
  • Marine fisheries resources face major anthropogenic threat from unregulated fishing activities; thus require precise detection for protection through marine surveillance. Korea developed an efficient land-based small fishing vessel monitoring system using real-time V-Pass data. However, those data directly do not provide information on fishing activities, thus further efforts are necessary to differentiate their activity status. In Korea, especially in Busan, longlining is practiced by many small fishing vessels to catch several types of fishes that need to be identified for proper monitoring. Therefore, in this study we have improved the existing fishing status classification method by applying Hidden Markov Model (HMM) on V-Pass data in order to further classify their fishing status into three groups, viz. non-fishing, longlining and other types of fishing. Data from 206 fishing vessels at Busan on 05 February, 2021 were used for this purpose. Two tiered HMM was applied that first differentiates non-fishing status from the fishing status, and finally classifies that fishing status into longlining and other types of fishing. Data from 193 and 13 ships were used as training and test datasets, respectively. Using this model 90.45% accuracy in classifying into fishing and non-fishing status and 88.23% overall accuracy in classifying all into three types of fishing statuses were achieved. Thus, this method is recommended for monitoring the activities of small fishing vessels equipped with V-Pass, especially for detecting longlining.