• Journal of Korean Public Health Nursing
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• v.12 no.2
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• pp.236-251
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• 1998

This study aimed at comprehending the meaning of sexual life for aged people, their strength of sexual desire and causes of change in their sexual life. It was another purpose to understand the extent of aged people's acknowledging the necessity of sexual consultation. This study adopted descriptive method using open-ended questionaires. The data for study was collected from 26 people over 65 years who reside in communities. It was gathered from April to June of 1998 through interview. The interviewee includes 16 males, 9 females and their average age was 73.3. 19 people among them have spouses. The conclusion of this study can be summarized as follows. 1) Attitude to sexual life: The meaning of sexual life for aged people is categorized as 'sense of duty', 'feeling of intimacy', 'basic desire', 'decrease of meaning' and 'meaningless'. 2) Sexual desire: Sexual desire of aged people is categorized as 'extinction', 'decrease', 'continuation' and 'restraint'. Restraint of sexual desire is due to social convention or the difficulty in fulfilling desire. 3) Causes of troubles in sexual life Causes which lead to troubles in sexual life of aged people can be categorized as 'physical', 'psychological' and 'social'. 'Physical' elements include 'incompetence of erection', 'decrease in duration of erection', 'increase in time needed to re-erection', 'declining of physical strength', 'decrease in vagina secretion' and 'worsening of health'. Among 'psychological' elements 'decrease of self-confidence', 'diminished concern of female aged people' are. 'Social elements' are 'absence of sexual parter', 'circumstances of living' and 'recognition of neighbor'. 4) Response to change of sexual life The reaction of aged people to change of sexual activities is classified as 'positive' and 'negative'. 5) Attitude to the consultation of sexual life of aged people The attitude to the consultation of sexual life in old age is classified as 'negative', 'doubtful' and 'positive'. This study explored the meaning which aged people in community attach to sexual life, the extent of their sexual desire, the causes of troubles in their sexual life, their emotional response to changes in sexual life, their recognition of necessity in sexual consultation. Considering the frequency of the statement, most of aged people who were interviewed thought much of sexual life and put emphasis on it. Those who said that sexual life has decreased meaning or is not important to them are few, Though aged people still maintain sexual desire, most of them have some trouble in sexual life. These trouble changes the sexual life, and results in negative feeling such as depression, renunciation and difficulty in relations. So they acknowledged that sexual consultation is necessary to them.

• Journal of the Society of Naval Architects of Korea
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• v.52 no.2
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• pp.97-103
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• 2015

This paper has focused on the middle term process planning around quays based on the prefixed long-term plan of the product mixed ships. Recently, the order rate of high add-value ships in domestic shipyards has been sharply increased and the spending time at quays is accordingly on an increasing trend. For proper and practical process planning related to quays, it has to be closely connected with a long-term plan and product calendar, erection network and result of ship allocation around quays. Moreover, it is also required to include the integrated consideration of the whole process of a yard, each ship, and each team respectively. The most distinguishing feature of this study is that it would run on the ship allocation simulator and GIS framework in order not to be limited to the specific one yard and the readers can figure out the optimization formulation containing the work load leveling and a different approach from PERT/CPM. The proposed approach reflected all requirements from the department of process planning and management in a shipyard, and the analysis of the results has explained its performance of the optimization result with the examples of total 43 ships under construction from 2008 to 2013.

• International Journal of Naval Architecture and Ocean Engineering
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• v.10 no.1
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• pp.95-102
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• 2018

This paper proposes a dual lifting and its cooperative control system with two different kinds of floating cranes. The Mega-erection and Giga-erection in the ship building are used to handle heavier and wider blocks and modules as ships and off-shore platforms are enlarged. However, there is no equipment to handle such Tera-blocks. In order to overcome the limit on performance of existing floating cranes, the dual lifting is proposed in this research. In the dual lifting, two floating cranes are well-coordinated to add up the lift capabilities of both cranes without any loss such that virtually a single crane is lifting, maneuvering and unloading. Two main constraints for the dual lifting are as follows: First, two barges of floating cranes should be constrained as a rigid body not to cause a relative motion between two barges and main hooks of the two cranes should be controlled as main hooks of a single crane. In order words, it is necessary to develop the cooperative control of two floating cranes in order to sustain a center of gravity of the module and minimize the tilting angle during the lifting and unloading by the two floating cranes. Two floating cranes are handled as a master-slave system. The master crane is able to gather information about all working conditions and make a decision to control the individual hook speed, which communicates the slave crane by TCP/IP. The developed control system has been embedded in the real floating crane systems and the dual lifting has been demonstrated five times at SHI shipyard in 2015. The moving angles of the lifting module are analyzed and verified to be suitable for hoisting control. It is verified that the dual lifting can be applied for many heavier and wider blocks and modules to shorten the construction time of ships and off-shore platforms.

• Journal of architectural history
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• v.15 no.1 s.45
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• pp.7-27
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• 2006

This study aims to identify and analyze the factors that influenced the construction of London Eye which was led by private groups, including characteristics in progress, differentiated value in design, the combination of technology and design, and construction costs. The results of this study were the followings. 1) London Eye provides a new construction method for a landmark in the downtown in that the architects became the clients of the project which might have been hoarded, procuring the construction costs and completing it by themselves. 2) London Eye presents a space utilization method where undeveloped spaces in the downtown are used in three-dimensions by erecting a structure on the river with a minimum land. 3) The process of design, production and erection is propelled the realization of technical intention design with one system and from at the initial stage, the participation of the engineer where the designer is equal with you must accompany. 4) London Eye is endowed with strong shape by a circle in design concept, which is the simplest geometrical figure, and it provides organic relationship between the past and the present by utilizing historical elements in various ways. 5) The construction was completed through four phases including idea phase, promotion phase, turn-key contract phase, and design-build phase. The most critical factor to the success is derived from the direct contact with Involved companies from the production phase. 6) In a project facing many challenges in terms of technology, the design-build method proves to be a more effective method than turn-key contract in that it may more allocate risks and enable coherent implementation of the core concept in design. The organization for the design-build method was composed of three phases including general affairs, responsible contracting by sector, and cooperative system by sector. Since that was a new concept structure, high-level contractors who hadn't had existing cooperative relationships with one another formed new cooperative relationship, while collaborating companies who had long cooperated led the responsible contracting and sub-cooperative system, which resulted in reduction of risks and time. 7) The major factors to change design were the design characteristics, derived from a technically great combination, and the opening time. 8) A new erection method was applied to London Eye, a structure that overcame the limitation in land and period, and the process of installation demonstrated that it is an important value for the construction of a landmark in the city. 9) In spite of many visitors and tremendous operational income, the factors that London Eye fails to free itself from debts include the construction costs expended double than expected, and interest burden to the investments, which occurred in the course of procuring the costs. Absolute limit in time increased the construction costs, resulting in being a great obstacle in the course of operation.

• Journal of the Society of Naval Architects of Korea
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• v.53 no.4
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• pp.275-281
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• 2016

One of the most important things for quality to meet ship-production schedule is an accuracy control. A ship is assembled by welding through whole production process, so it is important that loss by correction will not happen as much as possible by using some engineering skills like reverse design, reverse setting and margin for thermal shrinkage. These efforts are a quite effective in fabrication stages, but not in erection stages. If a ship block which consists of common steel is exposed to directional solar radiation, its dimensional accuracy will change high as time by its thermal expansion coefficient. Therefore, the measuring work would be often done at dawn or evening even with having a very accurate device. In this study, an FE analysis method is developed to solve this problem. It can change measured data affected by solar thermal distortion to ones not, even though ship-block is measured at an arbitrary time. It will use the time when measuring, the direction of block and the weather record by satellites. It is confirmed by a comparison between measured data of a ship-block and the result by suggested analysis method. Furthermore, a pre-processing system is also developed for fast application of the suggested analysis method.

• Proceedings of the Korea Concrete Institute Conference
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• 2000.10b
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• pp.995-1000
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• 2000

Segmentally erected prestressed concrete box girder bridges have been widely used in Korean high speed railway. Segmental erection has been accomplished along the longitudinal direction and across the depth of cross section. The cross section is similar to a composite cross section, composed of old and new segments. Because these segments have different time-dependent creep and shrinkage properties, a stress redistribution takes place during the construction period. It is the main objective in this research to investigate this behavior. An actual bridge was instrumented with 96 vibrating wire embedded type strain gauges, 6 electronic type steel strain gauges, and 75 thermocouples. Two span continuous high speed railway bridge was selected. Two points of importance, such as the midpoint of the first span and the point of interior support, along the span of the girder were chosen to monitor the time dependent behaviors for an extended period of time. The data collection was starting just after concrete girder were cast and is still going on. According to the measured results, the strain distributions across the depth of the section at midspan and interior support were not continuous and the important redistribution of stresses takes place. Thus, rational design of prestressed concrete composite box girder bridges need.

• Journal of the Society of Naval Architects of Korea
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• v.44 no.1 s.151
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• pp.48-54
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• 2007

Higher productivity and less cost during the manufacturing process of ships are required to maintain international competitiveness of modern shipbuilding industries. The integrated hull/ outfitting/ painting scheduling(IHOP) process is a final point, where logistics are finally being integrated and upcoming schedules are made. Therefore, more profits are expected from IHOP by effective management. In this thesis, IHOP is proposed in order to solve how to choose block erection date with IHOP scheduling logic. The result of IHOP scheduling is highly advised to utilize fabrication, outfitting shops. A standardized operation and load of resource will eventually be applied in long-term time span point of view for this will make it easy to enable capacity planning and workforce planning. It is also expected to eliminate inefficiency in overtime work and efficiently utilize manpower in short-term.

• Korean Journal of Poultry Science
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• v.25 no.3
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• pp.113-118
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• 1998

These experiments were conducted to develope the artificial insemination methods of wild duct (Anas platyhychis platylyachos) . The characteristics of erect phallus and semen collected by the abdominal massage method were investigated in wild duck. The erection and withdrawal time of phallus were 50.70${\pm}$18.66 and 92.58${\pm}$51.95 sec. , respectively, in wild duck. The length, long and short diameter of erect phallus were 3.98${\pm}$0.49crn, 1.53${\pm}$0.15cm and 1.05${\pm}$0.04 cm, respectively, and the spiral grooves of erect phallus were 4 in wild duck. The volume of semen, concentration of spermatozoa and total sperm of an ejaculate were 0.18${\pm}$0.06 ml, 2.84${\pm}$0.03 x 10 9 /ml and 0.52${\pm}$0.21 x 10 cells, respectively, in wild duck. The motility of sperm and pH of semen were 49.06${\pm}$14. 35 and 7.6${\pm}$0.14 in wild duck.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2006.05a
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• pp.9-13
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• 2006

The purpose of this study was to introduce the applied care of PC beam-column interior joint with splice type rebar. In this case, although the erection time of the introduced case was a little bit higher than that of general precast concrete method, this method was more effective than general precast concrete method in aspect of direct cost and the number of column joint. Therefore, this method could be adopted in the construction of the commercial and residential building in the future.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2010.05b
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• pp.85-89
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• 2010

The propose of this research is derive project management factors and evaluate its decision weight in LNG plant EPC phases. In order to research, we studied the demestic and international research trend and analysed expert opinions. Initially we derived nine project management factors in each phase of EPC. Elicited factors in research are project management, design management, cost management, time management, contract and craim management, safety management, environment management, and risk management. Then, we evaluated the weight of project management factors with expert survey method and elicitated. Finally, The remarkable points in the result are that key management factors of EPC project are project management and risk management.