SHERP

내진 설계를 위한 에너지 소산량 산정법의 활용
Application of Energy Dissipation Capacity to Earthquake Design

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Authors
박홍근; 임혜정; 엄태성
Issue Date
2003-12
Publisher
한국지진공학회 = Earthquake Engineering Society of Korea
Citation
한국지진공학회 논문집, 7권 6호, 2003, pp. 109-117
Keywords
nonlinear analysiscapacity spectrum methodenergy dissipation capacityenergy spectrum curveenergy based cyclic model비선형해석능력스펙트럼법에너지 소산능력에너지 스펙트럼 곡선에너지 기초 주기거동모델
Abstract
Traditional nonlinear static and dynamic analyses do not accurately estimate the energy dissipation capacity of reinforced concrete structure.
Recently, simple equations which can accurately calculate the energy dissipation capacity of flexure-dominated RC members, were developed
in the companion study. In the present study, nonlinear static and dynamic analytical methods improved using the energy-evaluation method
were developed. For nonlinear static analysis, the Capacity Spectrum Method was improved by using the energy-spectrum curve newly
developed. For nonlinear dynamic analysis, a simplified energy-based cyclic model of reinforced concrete member was developed. Unlike the
existing cyclic models which are the stiffness-based models, the proposed cyclic model can accurately estimate the energy dissipating during
complete load-cycles. The procedure of the proposed methods was established and the computer program incorporating the analytical method
was developed. The proposed analytical methods can estimate accurately the energy dissipation capacity varying with the design parameters
such as shape of cross-section, reinforcement ratio and arrangement, and can address the effect of the energy dissipation capacity on the
structural performance under earthquake load.
ISSN
1226-525X
Language
Korean
URI
http://uci.or.kr/G300-jX1015337.v7n6p109

http://hdl.handle.net/10371/8143
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College of Engineering/Engineering Practice School (공과대학/대학원)Dept. of Architecture and Architectural Engineering (건축학과)Journal Papers (저널논문_건축학과)
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