• Bulletin of the Korean Mathematical Society
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• v.54 no.4
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• pp.1123-1139
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• 2017

The aim in this note is to describe some classes of rings in relation to factorization by prime radical, upper nilradical, and Jacobson radical. We introduce the concepts of tpr ring, tunr ring, and tjr ring in the process, respectively. Their ring theoretical structures are investigated in relation to various sorts of factor rings and extensions. We also study the structure of noncommutative tpr (tunr, tjr) rings of minimal order, which can be a base of constructing examples of various ring structures. Various sorts of structures of known examples are studied in relation with the topics of this note.

• Steel and Composite Structures
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• v.6 no.6
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• pp.479-491
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• 2006

Structures in seismic regions are designed to dissipate seismic energy input through inelastic deformations. Structural or component failure occurs when the hysteretic energy demand for a structure or component subject to an earthquake ground motion (EQGM) exceeds its hysteretic energy dissipation capacity. This paper presents a study on identifying the hysteretic energy demand and distribution throughout the height of regular steel moment resisting frames (SMRFs) subject to severe EQGMs. For this purpose, non-linear dynamic time history (NDTH) analyses were carried out on regular low-, medium-, and high-rise steel SMRFs. An ensemble of ninety EQGMs recorded on different soil types was used in the study. The results show that the hysteretic energy demand decreases from the bottom stories to the upper stories and for high-rise structures, most of the hysteretic energy is dissipated by the bottom stories. The decrease is quite significant, especially, for medium- and high-rise structures.

• Journal of Korean Association for Spatial Structures
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• v.20 no.3
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• pp.99-106
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• 2020

If an excessive displacement occurs in the base isolation system, the structure will be damaged due to overturning of the upper structure. In this study, we analyze the behavior of base isolation by applying earthquake to base isolation with anti-uplift device. In the case of structures that generate horizontal reaction forces such as arch structures, horizontal reaction forces must be considered in the design of the base isolation and structural members. And anti-uplift device for preventing the excessive displacement of the base isolation system is needed.

• Proceedings of the Korea Concrete Institute Conference
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• 2000.10a
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• pp.273-278
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• 2000

These days, the number of residential-commercial buildings and apartments with pilotis is increasing. Generally, these buildings have a special structural called as Hybrid Structures consisting of upper-Walls and lower-Frames. However, this structures have some problems to be solved for the application of the regulation on the earthquake-resistant design and analysis techniques. Especially, in the case of irregular formal structures, engineers have to consider both the equivalent static analysis and the dynamic analysis. Thus, it is recommended to analyze those to inelastic region for economical reasons. In this paper, the method of modeling preceding the inelastic dynamic analysis using the DRAIN-2DX is presented to compare with those from MIDAS GENw program.

• Transactions of the Korean Society for Noise and Vibration Engineering
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• v.22 no.9
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• pp.870-878
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• 2012

This paper analysed the effect on Heunginjimun of ground vibrations due to C.I.P. works during Heunginjimun restoration period. Vibration criteria and laws for historic structures was investigated. The vibration was measured under test construction in the field, analysed and evaluated. Because the ground vibration exceeded the vibration criteria, the restoration construction could not be go along. But as vibration was transferred to the upper structures, it was confirmed that vibration levels declined, because of differences between natural and forced frequencies. If the natural frequencies database of historic structures are established, it will help with management and preservation of cultural properties by an environmental vibration effects evaluation.

• Steel and Composite Structures
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• v.37 no.3
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• pp.273-289
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• 2020

Due to the unique construction method of modular steel buildings (MSBs) with units prefabricated fully off the site and assembled quickly on the site, the inter-module connection for easy operation and overall performance of the system were key issues. However, it was a lack of relevant research on the system-level performance of MSBs. This study investigated the seismic performance of two-storey modular steel structure with a proposed vertical rotary inter-module connection. Three full-scale quasi-static tests, with and without corrugated steel plate and its combination, were carried out to evaluate and compare their seismic behaviour. The hysteretic performance, skeleton curves, ductile performance, stiffness degradation, energy dissipation capacity, and deformation pattern were clarified. The results showed that good ductility and plastic deformation ability of such modular steel structures. Two lateral-force resistance mechanisms with different layout combinations were also discussed in detail. The corrugated steel plate could significantly improve the lateral stiffness and bearing capacity of the modular steel structure. The cooperative working mechanism of modules and inter-module connections was further analyzed. When the lateral stiffness of upper and lower modular structures was close, limited bending moment transfer may be considered for the inter-module connection. While a large lateral stiffness difference existed initially between the upper and lower structures, an obvious gap occurred at the inter-module connection, and this gap may significantly influence the bending moments transferred by the inter-module connections. Meanwhile, several design recommendations of inter-module connections were also given for the application of MSBs.

• Archives of Plastic Surgery
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• v.37 no.5
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• pp.659-666
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• 2010

Purpose: Blepharoplasty plays a vital role in facial rejuvenation. Aging eyelids are the result of relaxation of lid structures as the skin, the orbicularis muscle, and mainly the septum, with subsequent protrusion or pseudoherniation of intraorbital fat contents. Traditional blepharoplasty has often involved the excision of excessive lax skin and muscle and removal of fat, leaving the eyelid unnatural and even causing the brow ptosis. The authors propose the septal approach through which the amount of skin excision can be decreased and solid fixation can be achieved in the upper blepharoplasty. Methods: From November 2007 to February 2010, total of 15 patients underwent upper blepharoplasty with septal approach. In 9 patients, orbital septum anchored into the orbital periosteum only. But in 6 patients, the attenuated septum was strengthened through shortening and fixing into orbital periosteum with non-absorbable suture. Results: Pleasing results were obtained from most of the patients. But one patient who had septum anchoring procedure complained of slight undercorrection, therefore secondary operation with septum shortening procedure was followed. Conclusion: We found that the method using orbital septum fixation into orbital periosteum has several advantages: less amount of skin excision, less recurrence rate, and more natural appearance. And the results were reliable and satisfactory.

• The Journal of Korean Physical Therapy
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• v.26 no.2
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• pp.130-135
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• 2014

Purpose: The purpose of this study was to examine the impairments of body structures, activity limitation, and participation restriction. In addition, we wanted to provide basic data on correlation between impairments of body structures, activity, and participation in Disabled Persons Living at Home. Methods: After selection of 128 people with physical disabilities more than the third level and brain damage disabilities living at home, we conducted testing for impairments of body structures, activity, and participation, according to the ICF checklist. Results: Impairments of body structures was highest in the upper and lower extremity. 2) Mobility, domestic life, and self care were more limited. 3) Also, the structure related to movement showed correlation with mobility, domestic life, and self care. Conclusion: We observed differences in participation and activities of persons with disabilities Living at Home depending on the impairments of body structures. After thorough review of the status of Disabled Persons Living at Home, we decided to appropriate support and social services.

• Journal of the Earthquake Engineering Society of Korea
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• v.1 no.1
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• pp.79-88
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• 1997

Very stiff floor system in a residential-commercial building causes some problems in the numerical analysis procedure due to significant difference in stiffness with adjacent elements. Static analysis of structure with a stiff transfer-floor can be performed approximately in two steps for upper and lower parts for the structure. However, it is impossible to perform dynamic analysis in two steps with separate models. An efficient method for dynamic analysis of a structure with a right floor system is proposd in this study. The matrix condensation technique is employed to reduce the degree of freedom for upper and lower parts of the structure and a beam elements with rigid bodies at both ends are introduce to model the rigid floor system. Efficiency and accuracy of the proposed method are verified through analysis of several example structures.

• Journal of electromagnetic engineering and science
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• v.9 no.3
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• pp.164-173
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• 2009

In this paper, two new circuit structures for European and U.S. ultra-wide band(UWB) bandpass filters(BPFs) with sharp roll-off characteristics are introduced. We show first that the ultra-wide bandpass property is obtained from a $\lambda$/4 open T resonator with a capacitively coupled $\lambda$/4 short-circuited line, which provides two attenuation poles at lower and upper cutoff frequencies. Then, two identical capacitively coupled input/output lines, which can be $\lambda$/4-length open ends or $\lambda$/2-length short ends, with the T-resonator, are adopted to suppress lower and higher frequency components outside of the pass band. There is coupling between the input and output lines providing two additional transmission zeros in the lower and upper transition bands of the filter. Since the coupling between the T-resonator with the $\lambda$/4 short-circuited line and the input/output lines limits the bandwidth of the filter to the European UWB band, both the $\lambda$/4 short-circuited line and the input/output lines are inserted between the two stacked T-resonators for the U.S. UWB band. The filter structures are simulated with ADS and HFSS and realized with low-temperature co-fired ceramic(LTCC) green tape which has the dielectric constant of 7.8. Measurement results agree well with HFSS simulation results.