• Title/Summary/Keyword: design demands

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A Study on the Trends Analysis Program Module of Interior Design Based on Apartment (실내디자인의 기호분석 프로그램 모듈에 관한 연구 - 아파트 주거공간을 중심으로 -)

  • Han, Young-Ho;Jang, Jung-Sik
    • Korean Institute of Interior Design Journal
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    • no.34
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    • pp.157-164
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    • 2002
  • Online business these days prone to approach their costumers with improved module and various interface via Internet. This is more than just an act of providing enhancement, but a mean of finding out the customer's demand by enlarging their selection. This, however, is related to the bits per second of supplemental service network.For example, supplemental services that were not possible in the 56K modem era are now possible due to the information super highway network. To grope for new means of approaching, the best way will be by developing media that will collect customer's demands. Until now, customer's demands were evaluated by miniatures of apartment building, model houses or rendered images produced by 3D graphic softwares and pictures. Analyses were not available until evaluation were produced.Nowadays, utilizing the advanced Internet interface tools and various new media, customers are sought before the construction thus various studies to full fill the customer's demands are in process. This study is on development of a virtual module utilizing activated web environment. Analysis modules repeating the changes in customers are expected to deliver us a new trend.

A Study of Characteristics and demands of the Potential Residents of Privately Funded Housing for the Aged -In reference to Korea and japan (유료노인홈의 입주희망자의 속성과 시설요구에 관한 연구 -한.일 양국의 비교-)

  • 이종협;강건희
    • Korean Institute of Interior Design Journal
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    • no.18
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    • pp.38-43
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    • 1999
  • The recent increase in elderly population poses various problems in the field of social infrastructure and the living environments for the aged. Providing enough housing for the elderly has become one of the fundamental goals in social welfare policies. In light of these current condition, it is necessary to understand the demands of the aged in terms of the standards of living conditions in which they would be satisfied in order to better serve them. Therefore, the purpose of this study is to provide basic design data for architects and builders by analysing the demands and characteristics of residents in privately-owned housings for the elderly in Korea and Japav. The method of this research was based on the comparison analysis of polls taken in Korea and Japav. The results of this research are as follows: Because the polls show that the elderly want to continue their current life-style after placed in a elderly-care facility, when designing housing for the elderly, it must not be considered separate from the general society. it must be designed in way so that the residents can fully interact with the general society. Also, in order to achieve above goals, social welfare policies must be reconsidered to meet the needs of the aged populatiov.

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Evaluation of a DDB design method for bridges isolated with triple pendulum bearings

  • Amiri, Gholamreza Ghodrati;Shalmaee, Mahdi Mohammadian;Namiranian, Pejman
    • Structural Engineering and Mechanics
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    • v.59 no.5
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    • pp.803-820
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    • 2016
  • In this study a direct displacement-based design (DDBD) procedure for a continuous deck bridge isolated with triple friction pendulum bearings (TFPB) has been proposed and the seismic demands of the bridge such as isolator's displacement and drift of piers obtained from this procedure evaluated under two-directional near-field ground motions. The structural model used here are continuous, three-span, castin-place concrete box girder bridge with a 30-degree skew which are isolated with 9 different TFPBs. By comparing the results of DDBD method with those of nonlinear time history analysis (NTHA), it can be concluded that the proposed procedure is able to predict seismic demands of similar isolated bridges with acceptable accuracy. Results of NTHA shows that dispersion of peak resultant responses for a group of ground motions increases by increasing their average value of responses. It needs to be noted that the demands parameters calculated by the DDBD procedure are almost overestimated for stiffer soil condition, but there is some underestimation in results of this method for softer soil condition.

A Broadband Local Access Network Design with Double-star Topology under Uncertain Demands (불확실한 수요 하에서 이중성형 구조의 광댁역 접속망 설계에 관한 연구)

  • 윤문길
    • Journal of the Korean Operations Research and Management Science Society
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    • v.25 no.2
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    • pp.87-100
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    • 2000
  • As a result of rapid advances in communication technology, fiber optics have begun to be adopted in most telecommunication systems 3s an economic choice Due to the trend of evolution toward broadband communication network with fiber optics and electronic devices. the network design problem for broadband communication has been received a great deal of research attention recently. In this paper, we address a topological design problem for broadband local access network with uncertain demands, which has received surprisingly little attention so far. in our problem, we select a set of hubs and links for constructing network expected penalty cost for the amount of undersupplied In addition to the usual cost terms of the fixed demand problem Our problem can be approximated as a mixed 0-1 integer programming problem by using Szwarc’s linear approximation technique. Then the problem is transformed successfully into a version of classical network design model. Some computational experiments for the model and concluding remarks are described.

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Ductility demands of steel frames equipped with self-centring fuses under near-fault earthquake motions considering multiple yielding stages

  • Lu Deng;Min Zhu;Michael C.H. Yam;Ke Ke;Zhongfa Zhou;Zhonghua Liu
    • Structural Engineering and Mechanics
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    • v.86 no.5
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    • pp.589-605
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    • 2023
  • This paper investigates the ductility demands of steel frames equipped with self-centring fuses under near-fault earthquake motions considering multiple yielding stages. The study is commenced by verifying a trilinear self-centring hysteretic model accounting for multiple yielding stages of steel frames equipped with self-centring fuses. Then, the seismic response of single-degree-of-freedom (SDOF) systems following the validated trilinear self-centring hysteretic law is examined by a parametric study using a near-fault earthquake ground motion database composed of 200 earthquake records as input excitations. Based on a statistical investigation of more than fifty-two (52) million inelastic spectral analyses, the effect of the post-yield stiffness ratios, energy dissipation coefficient and yielding displacement ratio on the mean ductility demand of the system is examined in detail. The analysis results indicate that the increase of post-yield stiffness ratios, energy dissipation coefficient and yielding displacement ratio reduces the ductility demands of the self-centring oscillators responding in multiple yielding stages. A set of empirical expressions for quantifying the ductility demands of trilinear self-centring hysteretic oscillators are developed using nonlinear regression analysis of the analysis result database. The proposed regression model may offer a practical tool for designers to estimate the ductility demand of a low-to-medium rise self-centring steel frame equipped with self-centring fuses progressing in the ultimate stage under near-fault earthquake motions in design and evaluation.

Determination of earthquake safety of RC frame structures using an energy-based approach

  • Merter, Onur;Ucar, Taner;Duzgun, Mustafa
    • Computers and Concrete
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    • v.19 no.6
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    • pp.689-699
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    • 2017
  • An energy-based approach for determining earthquake safety of reinforced concrete frame structures is presented. The developed approach is based on comparison of plastic energy capacities of the structures with plastic energy demands obtained for selected earthquake records. Plastic energy capacities of the selected reinforced concrete frames are determined graphically by analyzing plastic hinge regions with the developed equations. Seven earthquake records are chosen to perform the nonlinear time history analyses. Earthquake plastic energy demands are determined from nonlinear time history analyses and hysteretic behavior of earthquakes is converted to monotonic behavior by using nonlinear moment-rotation relations of plastic hinges and plastic axial deformations in columns. Earthquake safety of selected reinforced concrete frames is assessed by using plastic energy capacity graphs and earthquake plastic energy demands. The plastic energy dissipation capacities of the frame structures are examined whether these capacities can withstand the plastic energy demands for selected earthquakes or not. The displacements correspond to the mean plastic energy demands are obtained quite close to the displacements determined by using the procedures given in different seismic design codes.

A Study on the Experimental Design of Modern Housing Architecture - Focused on the Cases in Werkbund Housing Exhibitions in Brno, Breslau, Vienna and Prague - (공작연맹 주택전시회에서의 근대주택 조형 실험에 관한 연구 - 브르노, 브레슬라우, 빈, 프라하에서의 사례를 중심으로 -)

  • Jun, Nam-Il
    • Korean Institute of Interior Design Journal
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    • v.27 no.2
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    • pp.12-23
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    • 2018
  • The purpose of this study is to examine the innovative and experimental housing design alternatives in the transition period to the modern era and to discuss about the motivation of modern architectural form. Thus, first, this study examined the planning concepts and the meaning of new design of the four Werkbund dwelling Exhibitions in eastern Europe reflecting the demands of modern times. Second, I analyzed how the formative experiment appeared as a stereoscopic mass design and as a architectural composition in exterior. Experimental trials at housing exhibitions were to respond to the demands for the new forms, which required a new approach to modern style and aesthetics. The major features of formative experiments can be summarized as follows. First, new housing design have escaped from the historically descended style. Secondly, through the operation of volume and surface modern dwelling created a formative conformation. Finally, the shape and the surface replaced the decoration. In conclusion, the works of modern architects can be said to have achieved the harmony between 'purpose of expression' and 'technical purpose' in realizing the 'Zeitgeist' that corresponds to the paradigm of modern housing.

Study on the Current Situation of Shroud Design, and Direction for the Development of Hanji Shroud Designs (수의(壽衣)현황 및 한지수의(韓紙壽衣)디자인 방향에 관한 연구)

  • Jeon, Yang-Bae;Geum, Key-Sook
    • Journal of the Korean Society of Costume
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    • v.61 no.4
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    • pp.92-102
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    • 2011
  • This study researches the current status of shrouds and analyzes the current status of the Hanji shrouds and sets its goal on suggesting the direction for a futuristic shroud design, suitable for the changing funeral culture. For this, the characteristics of traditional shrouds were studied, standard shrouds' and Hanji shrouds' current statuses were researched and analyzed to suggest the development diretion for design of Hanji shrouds. The results of the research showed that the Hanji shrouds are superior in cremation and burial, and the design expressions were more effective. Also the previously established shrouds were shown to have an increase in value through use of different materials, changing designs through various patterns, or through the added symbolic value. Thus the direction of shroud development designs based on the advantages of Hanji have been drawn out to as follows: First, traditional shrouds used the ceremonial dresses, such as official uniforms or wedding dresses, from the Tang dynasty which made it multicolored. Afterwards colors were limited with the use of hemp clothes shrouds but with the appearance of Hanji shrouds, the possibility for mulitcolors and patterns became larger. Second, Hanji is superior in its expression of colors and patterns, making designs with symbolic sides such as religion possible, to meet the demands of the customers. Third, Hanji shrouds are more environmentaly friendly than the standard shrouds in cremation and burial, and it presents a much better image of shrouds for the future society. Such development of Hanji shrouds design developments satisfies the distinct and gentrified demands of the customers and it looks to be able to suggest an opportunity for environmentaly friendly actions while preparing itself for the chaning market demands and values.

Optimal Design of Water Distribution System considering the Uncertainties on the Demands and Roughness Coefficients (수요와 조도계수의 불확실성을 고려한 상수도관망의 최적설계)

  • Jung, Dong-Hwi;Chung, Gun-Hui;Kim, Joong-Hoon
    • Journal of the Korean Society of Hazard Mitigation
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    • v.10 no.1
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    • pp.73-80
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    • 2010
  • The optimal design of water distribution system have started with the least cost design of single objective function using fixed hydraulic variables, eg. fixed water demand and pipe roughness. However, more adequate design is accomplished with considering uncertainties laid on water distribution system such as uncertain future water demands, resulting in successful estimation of real network's behaviors. So, many researchers have suggested a variety of approaches to consider uncertainties in water distribution system using uncertainties quantification methods and the optimal design of multi-objective function is also studied. This paper suggests the new approach of a multi-objective optimization seeking the minimum cost and maximum robustness of the network based on two uncertain variables, nodal demands and pipe roughness uncertainties. Total design procedure consists of two folds: least cost design and final optimal design under uncertainties. The uncertainties of demands and roughness are considered with Latin Hypercube sampling technique with beta probability density functions and multi-objective genetic algorithms (MOGA) is used for the optimization process. The suggested approach is tested in a case study of real network named the New York Tunnels and the applicability of new approach is checked. As the computation time passes, we can check that initial populations, one solution of solutions of multi-objective genetic algorithm, spread to lower right section on the solution space and yield Pareto Optimum solutions building Pareto Front.

Parametric study on energy demands for steel special concentrically braced frames

  • Dogru, Selcuk;Aksar, Bora;Akbas, Bulent;Shen, Jay
    • Steel and Composite Structures
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    • v.24 no.2
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    • pp.265-276
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    • 2017
  • Structures are designed in such a way that they behave in a nonlinear manner when subject to strong ground motions. Energy concepts have been widely used to evaluate the structural performance for the last few decades. Energy based design can be expressed as the balance of energy input and the energy dissipation capacity of the structure. New research is needed for multi degree of freedom systems (MDOFs)-real structures- within the framework of the energy based design methodology. In this paper, energy parameters are evaluated for low-, medium- and high-rise steel special concentrically braced frames (SCBFs) in terms of total energy input and hysteretic energy. Nonlinear dynamic time history analyses are carried out to assess the variation of energy terms along the height of the frames. A seismic energy demand spectrum is developed and hysteretic energy distributions within the frames are presented.