• Title/Summary/Keyword: Structural response analysis

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중국 시장의 신제품 사전예고 정보 속성의 중요성에 관한 연구: 제품 지식과 제품 혁신성의 조절역할을 중심으로 (A Framework Exploring the Pivotal Role of Preannounced Information Attributes in the Chinese Market: Moderating Effects of Product Knowledge and Product Innovativeness)

  • 단샤오웨이;여엽청;황몽첩
    • 한국콘텐츠학회논문지
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    • 제21권7호
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    • pp.386-403
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    • 2021
  • 정보타깃 고객에게 신제품을 사전 예고하는 것은 다양한 산업, 특히 제품 진입 속도를 매우 중요하게 여기는 산업에서 점차 널리 퍼져 있다. 본 연구는 마케팅 신호 이론에 기반하여 신제품에 대한 사전예고 정보와 개인 고객의 행동적 의도 간의 관계를 파악하여 연구 모델을 제시하였다. 또한, 본 연구는 사전 제품 지식과 신제품 혁신성의 유의한 조절 효과도 더불어 확인하였다. 이에 따라, 데이터 수집을 위한 웹 기반 조사를 실시하고 구조 방정식 모델을 이용해 데이터를 분석하였다. 연구 결과에 의해 신제품 사전예고의 정보 속성(즉, 정보량, 명확성)이 소비자의 태도에 긍정적 영향을 미칠 것이며, 더 나아가 구매의도에 긍정적 영향을 미칠 것을 알 수 있었다. 또한, 제품 지식과 제품 혁신성의 조절효과도 검증되었다. 구체적으로 제품 지식은 정보량과 태도 간의 관계에 긍정적 조절 효과를 미칠 것이며 명확성과 태도 간의 관계에 부정적 조절 효과를 미칠 것이다. 반면, 제품 혁신성은 이와 정반대된 결과를 보여주었다. 마지막으로 본 연구의 시사점과 한계점도 모두 기술하였다.

Case study of random vibration analysis of train-bridge systems subjected to wind loads

  • Zhu, Siyu;Li, Yongle;Togbenou, Koffi;Yu, Chuanjin;Xiang, Tianyu
    • Wind and Structures
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    • 제27권6호
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    • pp.399-416
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    • 2018
  • In order to reveal the independent relationship between track irregularity and wind loads, the stochastic characteristics of train-bridge coupling systems subjected to wind loads were investigated by the multi-sample calculation. The vehicle was selected as 23 degrees of freedom dynamical model, and the bridge was described by three-dimensional finite element model. It was assumed that the wind loads were random processes with strong spatial correlation, while the track irregularities were stationary random ones. As a case study, a high-speed train running on a cable-stayed bridge subjected to wind loads was studied. The effect of rail irregularities was deemed to be independent of the effect of wind excitations on the coupling system in the same wind circumstance for the same project, leading to the conclusion that the effect of wind loads and moving vehicle could be calculated separately. The variance results of the stochastic responses of vehicle-bridge coupling system under the action of wind loads and rail irregularities together were equivalent to the sum of the variance of the responses induced by each excitation. Therefore, when one of the input excitations is different, only the effect of changed loads needs to be assessed. Moreover, the new calculated results were combined with the effect of unchanged loads to present the stochastic response of coupling system subjected to the different excitations, reducing the cost of computations. The stochastic characteristics, the CFD (cumulative distribution function) of the coupling system with different wind velocities, vehicle speed, and vehicle marshalling were studied likewise.

Nonlinear boundary parameter identification of bridges based on temperature-induced strains

  • Wang, Zuo-Cai;Zha, Guo-Peng;Ren, Wei-Xin;Hu, Ke;Yang, Hao
    • Structural Engineering and Mechanics
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    • 제68권5호
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    • pp.563-573
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    • 2018
  • Temperature-induced responses, such as strains and displacements, are related to the boundary conditions. Therefore, it is required to determine the boundary conditions to establish a reliable bridge model for temperature-induced responses analysis. Particularly, bridge bearings usually present nonlinear behavior with an increase in load, and the nonlinear boundary conditions cause significant effect on temperature-induced responses. In this paper, the bridge nonlinear boundary conditions were simulated as bilinear translational or rotational springs, and the boundary parameters of the bilinear springs were identified based on the measured temperature-induced responses. First of all, the temperature-induced responses of a simply support beam with nonlinear translational and rotational springs subjected to various temperature loads were analyzed. The simulated temperature-induced strains and displacements were assumed as measured data. To identify the nonlinear translational and rotational boundary parameters of the bridge, the objective function based on the temperature-induced responses is then created, and the nonlinear boundary parameters were further identified by using the nonlinear least squares optimization algorithm. Then, a beam structure with nonlinear translational and rotational springs was simulated as a numerical example, and the nonlinear boundary parameters were identified based on the proposed method. The numerical results show that the proposed method can effectively identify the parameters of the nonlinear boundary conditions. Finally, the boundary parameters of a real arch bridge were identified based on the measured strain data and the proposed method. Since the bearings of the real bridge do not perform nonlinear behavior, only the linear boundary parameters of the bridge model were identified. Based on the bridge model and the identified boundary conditions, the temperature-induced strains were recalculated to compare with the measured strain data. The recalculated temperature-induced strains are in a good agreement with the real measured data.

기업가지향성 및 흡수역량이 기업성과에 미치는 영향 : 제품혁신성과의 매개효과 중심으로 (The Effects of Entrepreneurship Orientation and Absorptive Capacity on Corporate Performance : Focusing on Mediating Effects of Product Innovation Performance)

  • 임종화;김병근
    • 기술혁신학회지
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    • 제21권4호
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    • pp.1536-1576
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    • 2018
  • 본 연구는 기업가지향성과 흡수역량이 중소기업의 성과에 미치는 영향을 제품혁신성과의 매개효과를 중심으로 분석한다. 구조방정식 모델을 활용하여 중소기업의 기업성과에 중요한 영향을 미치는 기업가지향성과 흡수역량이 제품혁신성과(제품속도, 제품품질)를 매개로 성과에 이르는 경로를 규명한다. 실증연구를 위해 대전테크노파크 입주기업 등 총 1,775개 중소기업을 대상으로 설문조사를 시행하여 수집한 설문지 233부의 응답 내용을 구조방정식 모형을 활용하여 분석하였다. 실증분석결과 흡수역량과 기업가지향성이 제품혁신성과를 매개로 성과에 긍정적 영향을 주는 것으로 나타났다. 기업가지향성과 흡수역량이 높을수록 제품속도와 제품품질을 높이고 제품혁신성과가 기업의 성과로 연결되고 있음을 알 수 있다. 따라서 기업의 전략 측면과 외부 정보 활용 역량 측면에서 기업가지향성과 흡수역량이 제품혁신성과를 높이고, 제품혁신성과가 기업의 성과로 이어진다고 볼 수 있다. 이러한 분석결과는 외부환경에 대응하여 우수한 품질의 제품을 더 빠르게 창출하여 성과를 높이는 데 기업의 전략과 외부 정보를 흡수 활용하는 흡수역량이 중요함을 시사하고 있다.

안전·운용 지원 시스템을 적용한 해양레저선박 이송장치 개발 (Development of Transporter for Marine Leisure Ship with Safety and Operation Support System)

  • 김배성;황훈규;윤성원;김태엽;강종린
    • 한국해양공학회지
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    • 제33권5호
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    • pp.486-494
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    • 2019
  • Recently, the interest in marine leisure activities has been growing rapidly with the work-life balance trend. In response to this demand, the Korean government is supporting fostering and revitalizing the relevant industries and facilities. In particular, a marina has been making efforts to change itself into a resort with multiple amenities instead of a simple mooring facility. However, the facilities in a marina for the transport of marine leisure equipment mostly consist of cranes and boat-lifts using ropes, which can result in incidents such as damage and accidents during lifting or movement. This paper proposes the equipment and support system for the safe transportation of marine leisure ships. Aluminum transport equipment was designed by performing a structural analysis to achieve a lighter weight than the existing steel products. In addition, a safety support system with alarms for tilting or obstacles and a slope monitoring system was developed to enhance the safety during operation and transportation. The safety support system developed in this study was implemented and installed in the transport system, and verified through commissioning on land.

Effects of the Perceived Usefulness and Perceived Enjoyment of YouTube Use on Academic Adjustment of College Students in Distance Education due to COVID-19: Focusing on Compulsive YouTube Usage

  • Lee, Jong Man
    • 한국컴퓨터정보학회논문지
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    • 제26권3호
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    • pp.137-142
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    • 2021
  • 본 연구의 목적은 유튜브 이용의 주요한 동기 요인인 인지된 유용성과 인지된 즐거움이 강박적 유튜브 사용 및 대학생의 학업 적응에 미치는 영향을 알아보는데 있다. 이 목적을 달성하기 위한 연구 모형을 설정하고 서울 지역의 대학생을 대상으로 설문조사를 실시하여 얻은 113건의 응답 자료를 최종 분석에 활용하였다. 실증 분석 결과는 첫째, 인지된 유용성은 학업 적응에 긍정적인 영향을 미치는 것으로 나타났다. 둘째, 강박적 유튜브 사용이 높을수록 학업 적응은 낮은 것으로 확인되었다. 셋째, 인지된 즐거움은 학업 적응에 긍정적인 영향을 주는 동시에 강박적 유튜브 사용을 높이는 파르마콘과 같은 역할을 하는 요인으로 확인되었다. 본 연구 결과는 대학생의 학업 적응을 높이기 위해 유용성의 도구적 이용뿐만 아니라 인지된 즐거움의 정도를 조절하는 학습 전략의 필요성을 시사하고 있다.

패션 인플루언서의 체형이 자기표현 및 자기제시의도, 인플루언서 추천의도에 미치는 영향 - 친근감의 매개 역할을 중심으로 - (The Effects of Fashion Influencers' Body Types on Self-Expression, Self-Representation Intentions, and Recommendation Intentions - Focusing on the Mediating Effect of Familiarity -)

  • 이희윤;이하경;추호정
    • 한국의류산업학회지
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    • 제23권2호
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    • pp.200-211
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    • 2021
  • This study examines the effects of fashion influencers' body types (realistic versus ideal body types) on self-expression, self-representation, and recommendation intentions, as mediated by familiarity toward influencers. Although fashion influencers lead to a positive consumer response compared to traditional advertisements, previous research on the effects of fashion influencers on consumers is limited. Thus, this study tests the role of consumers' socio-psychological aspects in understanding how and why fashion influencers affect consumers' behavioral intentions associated with self-expression, self-representation, and influencer recommendation. A total of 180 women in their 20s and 30s participated in the survey. The responses were collected after showing them stimuli featuring fashion influencers with either ideal or realistic body shapes. The data were analyzed using SPSS18.0 for descriptive statistics, and AMOS 18.0 for confirmatory factor analysis and structural equation modeling. The results showed that participants who were shown realistic body types perceived familiarity, which generated positive effects on self-expression, self-representation, and recommendation intentions. Hence, the effects of influencers' body types on recommendation intention are mediated by familiarity. Self-expression and self-representation intentions also increase influencer recommendation intention. Comparatively, participants who were shown ideal body types only induced higher self-representation intention, which increased their recommendation intention. The current findings can help fashion marketers select the appropriate influencers who fit their target customers as promotional models, as well as to induce changes in consumers' behavioral intention.

Fuzzy neural network controller of interconnected method for civil structures

  • Chen, Z.Y.;Meng, Yahui;Wang, Ruei-yuan;Chen, Timothy
    • Advances in concrete construction
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    • 제13권5호
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    • pp.385-394
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    • 2022
  • Recently, an increasing number of cutting-edged studies have shown that designing a smart active control for real-time implementation requires piles of hard-work criteria in the design process, including performance controllers to reduce the tracking errors and tolerance to external interference and measure system disturbed perturbations. This article proposes an effective artificial-intelligence method using these rigorous criteria, which can be translated into general control plants for the management of civil engineering installations. To facilitate the calculation, an efficient solution process based on linear matrix (LMI) inequality has been introduced to verify the relevance of the proposed method, and extensive simulators have been carried out for the numerical constructive model in the seismic stimulation of the active rigidity. Additionally, a fuzzy model of the neural network based system (NN) is developed using an interconnected method for LDI (linear differential) representation determined for arbitrary dynamics. This expression is constructed with a nonlinear sector which converts the nonlinear model into a multiple linear deformation of the linear model and a new state sufficient to guarantee the asymptomatic stability of the Lyapunov function of the linear matrix inequality. In the control design, we incorporated H Infinity optimized development algorithm and performance analysis stability. Finally, there is a numerical practical example with simulations to show the results. The implication results in the RMS response with as well as without tuned mass damper (TMD) of the benchmark building under the external excitation, the El-Centro Earthquake, in which it also showed the simulation using evolved bat algorithmic LMI fuzzy controllers in term of RMS in acceleration and displacement of the building.

Collapse-resistant performance of a single-story frame assembly and multi-story sub-frame under an internal column-removal scenario

  • Zhong, Wei-hui;Tan, Zheng;Tian, Li-min;Meng, Bao;Zheng, Yu-hui;Daun, Shi-chao
    • Steel and Composite Structures
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    • 제41권5호
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    • pp.663-679
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    • 2021
  • To elucidate the differences in the collapse behavior between a single-story beam-column assembly and multi-story frame, two 1/3-scale two-bay composite frames, including a single-story composite beam-column assembly and a three-story composite sub-frame, were designed and quasi-statically tested. The load-displacement responses, failure modes, and internal force development of the two frames were analyzed and compared in detail. Furthermore, the resistance mechanisms of the two specimens were explored, and the respective contributions of different load-resisting mechanisms to the total resistances were quantitatively separated to gain deeper insights. The experimental tests indicated that Vierendeel action was present in the two-dimensional multi-story frames, which led to an uneven internal force distribution among the three stories. The collapse resistance of TSDWA-3S in the flexural stage was not significantly increased by the structural redundancy provided by the additional story, as compared to that of TSDWA-1S. Although the development of the load response was similar in the two specimens at flexural stage, the collapse mechanisms of the multi-story composite frame were much more complicated than those of the single-story beam-column assembly, and the combined action between stories was critical in determining the internal force redistribution and rebalancing of the remaining structure.

Flexural response of steel beams strengthened by fibre-reinforced plastic plate and fire retardant coating at elevated temperatures

  • Ahmed, Alim Al Ayub;Kharnoob, Majid M.;Akhmadeev, Ravil;Sevbitov, Andrei;Jalil, Abduladheem Turki;Kadhim, Mustafa M.;Hansh, Zahra J.;Mustafa, Yasser Fakri;Akhmadullina, Irina
    • Structural Engineering and Mechanics
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    • 제83권4호
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    • pp.551-561
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    • 2022
  • In this paper, the effect of fire conditions according to ISO 834 standard on the behavior of carbon fibre-reinforced plastic (CFRP) reinforced steel beams coated with gypsum-based mortar has been investigated numerically. To study the efficiency of these beams, 3D coupled temperature-displacement finite element analyzes have been conducted. Mechanical and thermal characteristics of three different parts of composite beams, i.e., steel, CFRP plate, and fireproof coating, were considered as a function of temperature. The interaction between steel and CFRP plate has been simulated employing the adhesion model. The effect of temperature, CFRP plate reinforcement, and the fireproof coating thickness on the deformation of the beams have been analyzed. The results showed that within the first 120 min of fire exposure, increasing the thickness of the fireproof coating from 1 mm to 10 mm reduced the maximum temperature of the outer surface of the steel beam from 380℃ to 270℃. This increase in the thickness of the fireproof layer decreased the rate of growth in the temperature of the steel beam by approximately 30%. Besides excellent thermal resistance and gypsum-based mortar, the studied fireproof coating method could provide better fire resistance for steel structures and thus can be applied to building materials.