• Proceedings of the Korean Geotechical Society Conference
• /
• 2010.03a
• /
• pp.1156-1163
• /
• 2010

The bi-directional high pile load test(BDH PLT) does not have weaknesses found in the existing bi-directional low pile load test(BDL PLT); it has strong economics, is unbound by load capacity limit and secures quality stability of working piles. In this study, Verification the field found a very high capacity level of stability and reliability of the BDH PLT, as well as outstanding field applicability. Field verifications reaffirmed the advantage of the BDH PLT device, which was capable of loading 90 MN capacities as maximum. It was also found to be durable enough to load high capacity with ease.

• Journal of the Korean GEO-environmental Society
• /
• v.14 no.10
• /
• pp.11-16
• /
• 2013

Success or failure of the bi-directional pile load test for drilled shaft depends on point selection for loading cells, that is balanced location both uplift force and downward force. Methods to evaluate the ultimate unit side resistance in rockmass layer in both domestic and foreign are based on the uniaxial compression strength of rock core, which can hardly be obtained in domestic rockmass layers which are weathered rockmass layer and soft rockmass layer with very low RQD. Therefore, this study suggested the relation charts between the revised SPT N values and developed unit side resistance of each different layers, which were obtained from bi-directional pile load tests in various domestic sites. To evaluate the appropriateness of the relation charts, the developed unit side resistances from the relation charts were used to select the loading cell position and compared with the measured unit side resistances from field pile load test. Results showed that the developed side resistance from relation charts and the measured side resistance of weathered soil layer and weathered rock layer were very close. Average developed side resistance($1,325kN/m^2$), which are average of upper soft rock layer of loading device($1,151kN/m^2$) and lower($1,500kN/m^2$), was similar with the estimated value ($1,250kN/m^2$).

• The Transactions of the Korean Institute of Power Electronics
• /
• v.2 no.4
• /
• pp.1-10
• /
• 1997

Resonant dual converters are remarkable as circuit topologies that can realize a power conversion on the high switching frequency with low switching loss. In this paper, bi-directional resonant power conversion system is established, which makes the powering and the regeneration possible, by loading an induction motor. For its practical use, the operation characteristics of the system are to be examined through a series of experiments. The characteristics are : (l)input/output, (2)resonants. (3)tum-off and zero voltage in the main devices and clamp device. By examining the measured waveforms, this study will investigate some problems in the system, and also give some suggestions for a further study.

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.26 no.1
• /
• pp.39-48
• /
• 2022

In earthquake situations, broadcasting and communication services are directly linked to rapid on-site rescue and effective restoration works. Recently, a variety of base isolation devices are widely introduced on building floors to avoid critical seismic damages of telecommunication facilities. However, in buildings with long fundamental periods, those devices may have undesirable amplification of seismic responses due to resonance effect between the building floors and base isolation devices. This study performs the seismic safety evaluation of two types of base isolation devices deployed for telecommunication facilities in mid- and high-rise buildings through numerical and experimental approaches. It is found that mid- and high-rise buildings can have low-frequency dynamic responses at the top floor when being subjected to design basis earthquake loading. Furthermore, bi-directional shake table testing demonstrated that the selected base isolation devices can exhibit unstable dynamic behaviors under such low-frequency excitations of the floor.