• Journal of the Korean Society of Safety
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• v.27 no.5
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• pp.105-110
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• 2012

Steel elements are widely used for temporary structures on every construction site. but despite its strong resistences against heavy concrete volumes, they are easily eroded by oxygens in the space as times have been gone. If they are used several times in the construction fields, their elements are rusted and deformed and the strength is gradually reduced through the weak part. From this point of view, aluminum pipe support has been developed in stead of steel pipe sopport with enhancing durability against oxygens all the more. The developed aluminium pipe support has been lighter than steel unit, so workability has been improved. In another advantage of aluminium pipe support, different level control is possible with being equipped with the level control nut which enables the length adjustment of aluminium pipe support and the collapse of aluminum pipe support could be also prevented from the structures in the long term.

• International Journal of Highway Engineering
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• v.19 no.4
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• pp.27-36
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• 2017

PURPOSES : The purpose of this study is to perform a reliability analysis of the proposed wind load combination which governs the design of support structures of subsidiary road facilities, and to evaluate whether the target reliability of the design is satisfied. METHODS : The statistical estimation method is applied and the design period of the support structure is used to obtain the statistical property of the wind load. In addition, the statistical properties of the strength of support structures are obtained from a literature review and simulation study. Actual support structures are designed by the proposed load combination and are used as the examples to examine if the target reliability is obtained. RESULTS : The result of the reliability analysis performed by using the statistical properties of load and resistance for the support structure in this study indicates that the proposed wind load combination satisfied the target reliability index of the design. Also, the convenience of the design is achieved by adopting the same design wind velocity given in the bridge design code by applying the wind velocity ratio defined for the design period of the support structure. CONCLUSIONS : It is presented that the design using the wind load combination proposed in this study achieved the target reliability index and the design wind load for different design periods can be conveniently defined by applying the velocity ratio proposed in this study.

• Computers and Concrete
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• v.9 no.2
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• pp.99-118
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• 2012

Marine Structures are very costly and need a continuous inspection and maintenance routine. The most effective way to control the structural health is the application of an expert system that can evaluate the importance of any distress on the structure and provide a maintenance program. An extensive literature review, interviews with expert supervisors and a national survey are used to build a decision support system for concrete structures in sea environment. Decision trees are the main rules in this system. The system input is inspection information and the system output is the main cause(s) of distress(es) and the best repair method(s). Economic condition, severity of distress, distress situation, and new technologies and the most repeated classical methods are considered to choose the best repair method. A case study demonstrates the application of the developed decision support system for a type of marine structure.

• Journal of Korean Association for Spatial Structures
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• v.18 no.1
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• pp.85-92
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• 2018

Construction techniques and materials are developing and structures are designed to be irregular shaped, and therefore more detailed structural analysis is required. The purpose of this study is to analyze the cause of accidents related to falsework systems during construction and discuss prevention methods in order to prevent accidents relate to prefabricated shoring system during construction. In this paper structural analysis was conducted to study the influence of slab irregularity on system supports and analysis to investigate the participation of the bracing in the system support.

• Korean Journal of Social Welfare
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• v.62 no.2
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• pp.57-85
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• 2010

Using the Survey of Wisconsin Works Families, the survey of the Child Support Demonstration Evaluation (CSDE) project in Wisconsin, this study examines whether the family structures of nonresident fathers and resident mothers are associated with nonresident fathers' economic contributions, measured by the level of informal support provided to their children living in the mothers' households. Findings show that the level of informal support is associated with not only individual and economic characteristics of nonresident fathers and resident mothers, but also family structures and institutional factors such as child support arrangements and the CSDE experiment. Both mothers' repartnering with another man and fathers' repartnering with another woman are negatively associated with the level of informal support. Fathers who lived together with mothers when their children were born provide more informal support than do fathers who did not. Fathers' multiple partner fertility is not associated with the level of informal support provided. Among fathers who have children with multiple partners, fathers provide more informal support to their children born by their first partner. Fathers who have multiple children with the mother of the focal child provide more informal support. Fathers who have other biological children living elsewhere provide less informal support. Fathers who pay higher levels of formal child support also provide higher levels of informal support. Fathers associated mothers assigned to the CSDE experiment group provide more informal support. The findings suggest that child support programs may increase informal support, thereby improving the well-being of resident mothers and their children living in poverty.

• Journal of Korean Association for Spatial Structures
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• v.10 no.4
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• pp.67-74
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• 2010

Single layer latticed domes which have a mechanics property, a functional property, a aesthetic property and so on, occupies one part of long span space structures and after this, the using parts will be extended. The frame network pattern of single-layer latticed domes can be infinitely taken into account. The typical network patterns are triangular, square, hexagon, lamella and rib etc. It would take long time and cost too much to erect large roof structures with traditional erection techniques due to require of large number of temporary bracing and supports. The erection of large roof structures requires special techniques. As one of these special techniques is the Step-Up election method that utilizes jack-up supports and this will extremely saves time and cost to erect large roof structures. The objective of this study is to analysis the buckling characteristics of single-layer lamella domes according to the support number and position. From the result of this study, we obtained the fundamental data for the structural engineers who design the temporary support of large roof structures.

• Journal of Korean Association for Spatial Structures
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• v.19 no.4
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• pp.61-68
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• 2019

This paper discusses the influence of transverse reinforcement spacing and support width of concrete wide beam on shear performance. In order to evaluate the shear performance, a total of thirteen specimens were constructed and tested. The transverse reinforcement spacing, the number of legs and support width were considered as variables. From the test results, the shear strength equation of concrete wide beam is proposed for prediction of shear strength of concrete wide beam to consider the transverse reinforcement spacing and support width. It is shown that the proposed equation is able to predict shear strength reasonably well for concrete wide beam.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2004.10a
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• pp.93-100
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• 2004

In this study, a support system is developed for the design of facility structures. This system is called Expert System for Design Optimization of Industrial Plant Structures (EDIPS). Based on the strength assessment of steel-plate structures such as ships and off-shore structures, a detailed load calculation method is developed utilizing the database of various plant structures. The method, developed in support of design and for the assessment of strength, constitutes a part of EDIPS. By providing relevant and consistent design data and procedures to engineers, EDIPS is expected to be useful as an important development tool for maritime distribution system that is used to control the transportation by ships and loading unloading, and storage of cargo.

• Journal of Families and Better Life
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• v.21 no.2
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• pp.49-60
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• 2003

The purpose of this study was to explore the nature of adolescents' relationships with intimate and important people in their lives who are seniors to them. A sample of 1,220 adolescents was surveyed with a questionnaire. The questionnaire included questions on perceived support from non-parental senior figures as well as on adolescents' self-esteem. The results showed that. (a) Adolescents perceived their relatives to be more important than their teachers. (b) Male adolescents perceived support from a larger number of relatives than their female counterparts, whereas female adolescents perceived more support from their close senior figures than their male counterpart. (c) Adolescents' perception of support was different by their father's occupational status. (d) Overall, male adolescents's self-esteem was higher than female adolescents. The adolescents whose fathers held higher-status occupations had higher self-esteem than the adolescents whose fathers held lower-status occupations. (e) Male adolescents' self-esteem was affected by their GPA, father's occupational status, and the number of seniors whom they met on internet, and the amount of perceived support. Female adolescents' self-esteem was affected by father's occupational status and the amount of perceived support.

• Korean Journal of Applied Biomechanics
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• v.27 no.1
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• pp.25-33
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• 2017

Objective: The purpose of this research was to establish the differences of ground reaction force variables and sensations according to the foot types and the structures of the inner arch support band during $2^{nd}$ vertical ballet jump. Method: 12 Female ballet majors in their twenties who have danced for more than 10 years and had no injuries were selected for this research. Independent variables consist of the foot type (pes rectus, pes planus) and the structure of the inner arch support band (no band, x-shaped, linear shaped). Dependent variables consist of ground reaction force variables and relative wearing sensation. Results: The impact decreased the most when x-shaped bands were used on pes rectus and rigid pes planus. When linear-shaped bands were used on flexible pes planus, the impact decreased. Conclusion: The bands also helped reduce the impact on pes rectus. Furthermore, it is clear that according to the foot type, the impact reducing band structures perform differently. The inner arch support bands were necessary for jump training for any foot type.