• Title/Summary/Keyword: Structural effect

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An Empirical Study on the Structural Relationship among Gender Discrimination, Organization Commitment and Organizational Citizenship Behavior in the Korean Shipping Firms

  • Shin Yong-John
    • Journal of Navigation and Port Research
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    • v.29 no.9
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    • pp.807-812
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    • 2005
  • The objective of this study is to empirically investigate the effect of gender discrimination to female workers in Korean shipping firms on the their organization commitment and organizational citizenship behavior. In carrying out the objective of this study, two hypotheses about the structural relationship among gender discrimination, organization commitment and organizational citizenship behaviors in the Korean shipping firms are established after reviewing the related studies. Survey questionnaires are distributed and analyzed to test the reliability and validity of the response. Also, a structural equation model is established and the model is analyzed by AMOS. In conclusion, there are a negative effect of gender discrimination on female workers' organizational commitment and a positive effect of their commitment on OCB. Through this paper, the comprehensive understanding of the structural relationship among gender discrimination, organization commitment and organizational citizenship behavior would be promoted.

Using the pendulum column as an isolator by reducing the gravity effect

  • Abdallah Azizi;Majid Barghian
    • Earthquakes and Structures
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    • v.25 no.4
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    • pp.297-305
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    • 2023
  • The conventional method of structural seismic design was based on increasing structural capacity, which usually didn't reduce earthquake seismic effects. By changing the philosophy of structure design, technologies such as passive seismic control have been used in structures. So far, a large number of seismic isolation systems have been introduced to dissipate earthquake energy that is applied to a structure. These systems act against earthquakes rather than increasing the strength and capacity of the structure. In the present paper, a suspended column called a "pendulum column" is investigated, and a new idea has been considered to improve the performance of the pendulum column isolator by changing the gravity effect by adding a spring under the isolator system. The behavior of the studied isolator system has been researched. Then the isolator system was investigated under different earthquakes and compared with a common pendulum column isolator. The results show that changing the gravity effect has an effective role in the response of the system by reducing the system stiffness. Equations for the system showed that even in a special state, complete isolation is possible. Finally, the tested model verified the theory.

The Effect of VMD Structural Elements on Fashion Brand Attitude (VMO 구성요소의 패션 브랜드 태도효과에 관한 연구)

  • 박현희;전중옥
    • Journal of the Korean Society of Clothing and Textiles
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    • v.28 no.2
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    • pp.224-234
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    • 2004
  • This paper is an exploratory research to identify the structural model suitable for the fashion brand attitude effect process of VMD structural elements. Under the circumstances of severe competitiveness in price-conscious casual brand, we intended to find measurement model of VMD effect to establish plausible brand specific VMD strategy. Since VMD is regarded as one of marketing stimuli like advertising, we introduced Mackenzie, Lutz, and Belch(1986)'s advertising effect measurement model for the analysis. For the study, VMD structural elements were composed of controllable visual factors from store environment at the aspect of marketing strategy. As a result, the reciprocal mediation hypothesis model shows the best fit for the VMD stimuli. That is, under the cognition of interaction between VMD attitude and brand attitude, strategy must be considered to strengthen the attitude relation between VMD and brand. The second fit model was the dual mediation model which was adopted from Petty and Cacioppo's ELM. According to this, when you make use of VMD strategy, it is needed to consider both of affective and cognitive factors of VMD.

Structural Relationships among Rural Tourism Motivation, Satisfaction, and Loyalty Including the Moderating Effects of Gender (농촌관광에 있어서 관광동기와 만족이 충성도에 미치는 구조관계 분석: 성별의 조절효과)

  • Park, Duk-Byeong;Kim, Kyung-Hee
    • The Korean Journal of Community Living Science
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    • v.22 no.2
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    • pp.283-298
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    • 2011
  • Gender is frequently being identified as a key moderator in consumer behavior studies. However, there has been insufficient studies in this field in rural tourism areas. The purpose of this study examined the structural relationships among rural tourism motivation, satisfaction, and loyalty including the moderating effect of gender. Data were collected from 442 farmstay visitors by field survey in rural areas. SPSS 15.0 and LISREL 8.80 statistical package were used to analyze the data. Principle component analysis and path analysis were carried out to identify the structural relationships. Results showed that refreshment and family togetherness of tourism motivation had a negative effect on satisfaction. However, rural life of tourism motivation had a positive effect on satisfaction. Tourists' satisfaction had a positive effect on loyalty. The results also indicated that gender moderated the relationship among tourism motivation, satisfaction, and loyalty. The study suggested that it was important for tourism service marketers to develop proactive relationship marketing techniques that could have a lasting impact on customer retention.

Structural Effect on Curtailment of Upper Shear Wall in Frame-Shear Wall Structure (골조-전단벽 구조에서 상부 전단벽 미배치의 구조효과)

  • Kim, Hyong-Kee
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.20 no.5
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    • pp.18-25
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    • 2016
  • This research purposed to study a structural effect on curtailment of upper shear wall in frame-shear wall structures, using MIDAS-Gen. In this study, the analysis variables were the story number of curtailment of upper shear wall, change of column section in every 2 stories and change of shear wall thickness in every 2 stories. In order to analyse a structural effect on curtailment of upper shear wall in frame-shear wall structures, we studied the distribution of shear force and overturning moment according to curtailment of shear wall, the inflection point of shear wall from shear force/overturning moment and the lateral stiffness. The results of study proposed the quantitative influence that the curtailment of upper shear wall in frame-shear wall structures had on the structural performance such as lateral stiffness. Furthermore, it is verified that the results of study can be very helpful in catching the materials on the structure design for a reasonable frame-shear wall system.

Effect of cylinder diameter and boat tail angle on the free vibration characteristics of a typical payload fairing

  • Ramamurti, V.;Rajarajan, S.;Rao, G. Venkateswara
    • Structural Engineering and Mechanics
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    • v.13 no.3
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    • pp.345-353
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    • 2002
  • Three noded plate and shell finite element and 3D beam element in conjunction with Lanczos method are used for studying the effect of boat tail angle on the free vibration characteristics of a typical payload fairing for three different cylinder diameters with height to diameter ratio 1.5. Configurations without boat tail structural member are also studied. One half of the one side fairing structure is considered for the analysis and symmetric boundary conditions are used.

Effect of Effective Compressive Strength of Concrete Strut on Structural Concrete Design (콘크리트 스트럿의 유효강도가 콘크리트 부재의 설계에 미치는 영향)

  • 윤영묵;석철호
    • Proceedings of the Korea Concrete Institute Conference
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    • 2000.10a
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    • pp.241-246
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    • 2000
  • In the strut-tie model design of structural concrete, the importance of the effective strength of concrete strut has been overlooked by many practitioners. The authors believe that the effective strength of concrete strut is an important factor not only in determining steel tie forces but also in verifying the nodal zone strength and geometric compatibility condition of a selected strut-tie model. This study evaluate the effect of the effective strength of concrete strut on structural concrete design by applying the different effective strut strengths to the strut-tie model design of a post-tensioned anchorage zone and a continuous concrete deep beam.

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Buckling Strength Analysis of Box-Column Including the Coupling Effect Between Local and Global Buckling

  • Paik, Jeom-K.
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 1988.10a
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    • pp.36-42
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    • 1988
  • In this study, a formulation of the idealized plate element based upon the idealized structural unit method(ISUM) firstly proposed by Ueda et.al is made in an attempt to analyze the geometric nonlinear behaviour up to the buckling strength of thin-walled long structures like box-column structure including the coupling effect between local and global buckling. An application to the example box-column is also performed and it is found that the present method gives reliable results with consuming very short computing times and therefore is very useful for evaluation of the buckling strength of thin-walled long structures.

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A methodology for remaining life prediction of concrete structural components accounting for tension softening effect

  • Murthy, A. Rama Chandra;Palani, G.S.;Iyer, Nagesh R.;Gopinath, Smitha
    • Computers and Concrete
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    • v.5 no.3
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    • pp.261-277
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    • 2008
  • This paper presents methodologies for remaining life prediction of plain concrete structural components considering tension softening effect. Non-linear fracture mechanics principles (NLFM) have been used for crack growth analysis and remaining life prediction. Various tension softening models such as linear, bi-linear, tri-linear, exponential and power curve have been presented with appropriate expressions. A methodology to account for tension softening effects in the computation of SIF and remaining life prediction of concrete structural components has been presented. The tension softening effects has been represented by using any one of the models mentioned above. Numerical studies have been conducted on three point bending concrete structural component under constant amplitude loading. Remaining life has been predicted for different loading cases and for various tension softening models. The predicted values have been compared with the corresponding experimental observations. It is observed that the predicted life using bi-linear model and power curve model is in close agreement with the experimental values. Parametric studies on remaining life prediction have also been conducted by using modified bilinear model. A suitable value for constant of modified bilinear model is suggested based on parametric studies.

Effect of Structural Type of Clay Minerals on Physical Properties of Mountainous Grassland Soils

  • Choi, Seyeong;Park, Man
    • Korean Journal of Soil Science and Fertilizer
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    • v.49 no.6
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    • pp.807-812
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    • 2016
  • Soil amendment, especially addition of clay minerals, has been widely conducted to improve the physical and chemical properties of cultivated soils. However, there are no systematic studies on the effects of the structural type of clay minerals added. This study was conducted to investigate the effects of structural type of clay minerals on physical properties of soils. Two experimental soils, layer-dominant and granule-dominant ones, were mixed with either a layer-type smectite or a granule-type zeolite at a level of 2.0 wt%. It was observed that water permeability of soils was decreased by smectite whereas not significantly changed by zeolite. This effect was much greater in layered clay-dominant soil than in granular clay-dominant soil. Our results clearly indicated that the relationship of structural type between a soil and an amendment plays a decisive role in the soil properties. Therefore, it is highly recommended that the structural types of both soil and amendment be taken into consideration for soil amendment by clay minerals.