• Journal of the Earthquake Engineering Society of Korea
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• v.6 no.6
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• pp.33-39
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• 2002

Response Modification Factor(R-factor) approach is currently implemented to reflect inelastic ductile behavior of the structures and to reduce elastic spectral demands from earthquakes to the design level. However R factors were set empirically and simply based on the professional committee consensus on observed performance of building structures during past earthquakes. Consequently some major shortcomings linked to the current R factor approach have been pointed out. Using reinforced concrete intermediate moment-resisting frames(RC IMRFs), an analytical procedure is presented in this paper to establish R factor rationally. To this end, analytical R values were evaluated based on N2 Method and compared with the values recommended by IBC 2000. Overall, the analytical results correlated well with the code values. However the results also revealed that R factor might strongly depend on the system fundamental period. As evidenced by the interstory drift index(IDI) analysis results of this study, current R-factor based(or, Life Safety based) design tends to fail in fulfilling other implicit and hopeful performance objectives such as immediate Occupancy and Collapse Prevention. Performance based design(PBD) appears to be a promising approach to meet the multi level seismic performance objectives assigned to the building structures of nowadays.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.21 no.10
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• pp.490-498
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• 2020

In this study, the seismic performance of low-rise piloti buildings with eccentric core (shear wall) positions was analyzed and reviewed. A prototype was selected among constructed low-rise piloti buildings with eccentric cores designed based on KBC2005. The seismic performance of the building showed plastic behavior in the X-direction and elastic behavior in the Y-direction. The inter-story drift is larger than that of a concentric core case and has the maximum allowed drift ratio. The displacement ratio of the first story is much larger than that of upper stories, and the frame structure in the first story is vulnerable to lateral force. Therefore, low-rise piloti buildings with eccentric cores need to have less lateral displacement, as well as reinforcement of the lateral resistance capacity in seismic design and seismic retrofit.

• Journal of the Earthquake Engineering Society of Korea
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• v.12 no.1
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• pp.1-9
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• 2008

In seismic response analysis of building structures, the input ground accelerations have considerable effect on the nonlinear response characteristics of structures. The characteristics of soil and the locality of the site where those ground motions were recorded affect on the contents of earthquake waves. Therefore, it is difficult to select appropriate input ground motions for seismic response analysis. This study describes a generation of artificial earthquake wave compatible with seismic design spectrum, and also evaluates the seismic response values of multistory reinforced concrete structures by the simulated earthquake motions. The artificial earthquake wave are generated according to the previously recorded earthquake waves in past major earthquake events. The artificial wave have identical phase angles to the recorded earthquake wave, and their overall response spectra are compatible with seismic design spectrum with 5% critical viscous damping. The input ground motions applied to this study have identical elastic acceleration response spectra, but have different phase angles. The purpose of this study is to investigate their validity as input ground motion for nonlinear seismic response analysis. As expected, the response quantifies by simulated earthquake waves present better stable than those by real recording of ground motion. It was concluded that the artificial earthquake waves generated in this paper are applicable as input ground motions for a seismic response analysis of building structures. It was also found that strength of input ground motions for seismic analysis are suitable to be normalize as elastic acceleration spectra.

• Journal of Korean Philosophical Society
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• v.142
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• pp.295-321
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• 2017

This paper discusses Hegel's concept of Art criticism, focusing on the article "${\ddot{U}}ber$ die Bekehrten" in 16. Vol. of Hegel's Gesammelte Werke. Hegel is a theorist of the system of art, but also an art critic who actively participated in popular art practice. Until now, Hegel has been interpreted mainly as a theorist who usually constitutes the system of art. According to many interpretations, Hegel has been criticized for his theories frame interpretation of the Artwork compulsorily. But in this article we see another aspect of Hegel as an art critic. First, in this article Hegel shows as an art critic how romanticists distort the work with an emphasis on the theory. Hegel argues in his article written in early 1826 that romantic ironic theory does not help at all in understanding the "die Bekehrten" of Laupach. Whereas ironic theory emphasizes the contradiction between character and its action as the essential value of the work, Hegel interprets that the comic is at the center of the work, which lets the unessential sides of the unified character disappear, so that the unity of the character expresses itself. Hegel also interprets that the theory of irony represents the work of art for the scholars, which harms the objectivity of artwork and defends the artwork for the public. Second, Hegel began to apply the achievement of his criticism to his aesthetic lectures. Since 1826 Hegel has focused intensively on discussing two concepts, romantic irony and 'artwork for the public' in his aesthetics lectures. Thus, this article provides a basis for Hegel 's criticism of ironic theory after 1826 and the concept of artwork for the public. In this respect, we can confirm that Hegel has reinforced and extended his theories through his practice of criticism of concrete works of art rather than imposing systematic theories upon art criticism