납적층고무받침(LRB)으로 지지된 면진 원전 구조물의 수직방향 지진응답 분석

다국어 초록 (Multilingual Abstract)

It is very important to assure the seismic performance of equipment as well as building structures in seismic design of nuclear power plant(NPP). Seismically isolated structures may be reviewed mainly on the horizontal seismic responses. Considering the equipment installed in the NPP, the vertical earthquake responses of the structure also should be reviewed. This study has investigated the vertical seismic demand of seismically isolated structure by lead rubber bearings(LRBs). For the numerical evaluation of seismic demand of the base isolated NPP, the Korean standard nuclear power plant (APR1400) is modeled as 4 different models, which are supported by LRBs to have 4 different horizontal target periods. Two real earthquake records and artificially generated input motions have been used as inputs for earthquake analyses. For the study, the vertical floor response spectra(FRS) were generated at the major points of the structure. As a results, the vertical seismic responses of horizontally isolated structure have largely increased due to flexibility of elastomeric isolator. The vertical stiffness of the bearings are more carefully considered in the seismic design of the base-isolated NPPs which have the various equipment inside.

목차 (Table of Contents)

• 1. 서 론
• 2. LRB의 강성
• 2.1 LRB의 수평강성
• 2.2 LRB의 수직강성
• 3. 면진 원전의 지진응답 분석
• 3.1 개요
• 3.2 해석모델
• 3.3 입력운동
• 3.4 고유진동특성
• 3.5 지진응답
• 4. 결 론
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