• Title/Summary/Keyword: 도어 메카니즘

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Optimal Cam profile for Elevator Door opening mechanism (엘리베이터 문짝의 최적 운동 곡선)

  • Jun, Kyoung-Jin;Sohn, Jeong-Hyun;Yoo, Wan-Suk
    • Proceedings of the KSME Conference
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    • 2001.06b
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    • pp.454-458
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    • 2001
  • In this paper, contact between the coupler-roller and guide in elevator door mechanism is modeled and analyzed with DADS 3D program. The contact force of coupler-roller is an important factor for impact and noise reduction when doors of elevator are opened or closed. To minimize the maximum contact force, an optimal cam profile for the door guide is suggested. To find an optimal shape of the guide, several types of motion curve are tested with DADS contact module.

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Lead Transport in Groundwater in Door County, Wisconsin (위스컨신주 도어지역의 지하수내 납성분의 이동)

  • Woo, Nam C.
    • Economic and Environmental Geology
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    • v.27 no.1
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    • pp.93-100
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    • 1994
  • This study examined the mechanisms of lead transport in the groundwater system and those of irregular detections in groundwater in Door County, Wisconsin. During the spring recharge period in 1991, water-level movement and water-quality change were monitored from two monitoring wells equipped with three piezometers each and from five house wells, respectively. Water-level responses to recharge events were fast with a relatively short lag time ranging from 3 to 10 days, indicating that recharge of groundwater occurs through the high hydraulic conductivity (K) zones in the Silurian dolomite aquifer system. Lead was detected only on particles filtered from groundwater, but not in dissolved state. Concentrations ranged from 0.2 to $7.1{\mu}g/mg$, converted into the total lead concentration in groundwater ranging from $0.3{\mu}g/l$ to $4.7{\mu}g/l$. A lag time between recharge events and peak particle movement at the sampled wells was estimated to range from 19 to 22 days. Due to the particulate nature of lead in groundwater, only the wells connected with the high K zones detect lead, causing the spatial variation. In a given well, lead concentration varies at different sampling times due to the variation in the initial amounts of lead-carrying particles introduced into the groundwater system during recharge events, the lag in particle transport and the dispersion of lead-carrying particles along the advective flowpaths.

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