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USING THE FUZZY-SET QUALITATIVE COMPARATIVE ANALYSIS (FSQCA) METHOD TO ANALYZE THE FACTORS AFFECTING THE HOUSING MARKET: A CASE STUDY OF 10 ASIAN COUNTRIES

Published In: INTERNATIONAL CONFERENCE ON ADVANCES IN CIVIL, STRUCTURAL AND MECHANICAL ENGINEERING
Author(s): YU JUNGHO , PARK JUNHO

Abstract: A house is an essential human factor. A housing market is formed by the demand and supply of houses. A global housing market fluctuates by each country's policies and situations. Because of the various social, cultural and economic aspects affecting complexity, it is difficult to analyze the factors affecting the housing market. Consequently, in this paper, we analyze several housing market factors using the fuzzy-set Qualitative Comparative Analysis (fsQCA) method. Variables of importance were found to include: the aging population, purchasing power, population growth, house prices, and youth unemployment. In this paper, we determine the issues that need to be addressed to revitalize the housing market the entire world; the results can be used to assist in the development of national policy.

  • Publication Date: 27-Aug-2014
  • DOI: 10.15224/978-1-63248-025-5-31
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ADVANCED APPROACH TO MOMENT CAPACITY ASSEMENT OF FRP REINFORCED CONCRETE STRUCTURAL MEMBER BOND-SLIP RELATION IN FRP REINFORCED CONCRETE AND ITS LINK TO MEMBER CURVATURE

Published In: INTERNATIONAL CONFERENCE ON ADVANCES IN CIVIL, STRUCTURAL AND MECHANICAL ENGINEERING
Author(s): JAN ZATLOUKAL , JINDRICH FORNUSEK , PETR KONVALINKA

Abstract: The response of FRP (Fiber Reinforced Polymer) reinforced concrete beam has been the topic of previous research, because of use of modern FRP composite materials in the building industry as concrete reinforcement. The behavior of FRP reinforced member is different from the one reinforced with regular steel reinforcement. This difference is caused by order of magnitude different moduli of elasticity of the respective materials and results in the fact that conventional design methods used for years in the field of reinforced concrete structures give poor results if used with FRP reinforced structural members. Results of conventional methods tend to overestimate load capacity of the member and underestimate deformations – both resulting in unsafe predictions. This paper points to formulating easy to use and comprehensible method of predicting moment capacity of FRP reinforced concrete beams subjected to bending loading, utilizing the bond-slip relation of the FRP reinforcement and validat

  • Publication Date: 27-Aug-2014
  • DOI: 10.15224/978-1-63248-025-5-32
  • Views: 0
  • Downloads: 0