Journal of Industrial Technology (산업기술연구)
- Volume 25 Issue A
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- Pages.31-38
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- 2005
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- 1229-9588(pISSN)
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- 1598-1371(eISSN)
Estimation of Inelastic Response for Building Structure by Analysis Method
해석방법에 따른 빌딩구조물의 비탄성 응답 평가
- Published : 2005.02.28
Abstract
Recent earthquakes have shown that near-field earthquakes can produce spectral demands significantly larger than those considered in current design code. International Atomic Energy Agency (IAEA) has recently initiated a coordinated research program on safety significance of near-field earthquakes. The purpose of this program is to focus on the assessment of vulnerability of nuclear facility structures by using and adapting the best available engineering practices appropriate to evaluate the effects of near-field earthquakes. The objective of this paper is to evaluate of seismic responses of a shear building test specimen subjected to near-filed earthquakes. To achieve the objective, the seismic responses of the test specimen, evaluated by the Displacement Coefficient Method (DCM) and Nonlinear Dynamic Analysis (NDA), are compared with those by the experimental tests.
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