In-Structure Response Spectra of Seismically Isolated Shear Buildings Considering Eccentricity Effect

Author:

,Lee Seung Jae,Kim Jung Han

Publisher

Earthquake Engineering Society of Korea

Reference19 articles.

1. NRC. Development of floor design response spectra for seismic design of floor-supported equipment or components regulatory guide 1.122. US Nuclear Regulatory Commission; c1978.

2. ASCE. Seismic analysis of safety-related nuclear structures ASCE/ SEI 4-16. American Society of Civil Engineers; c2017.

3. Ju HK, Choun YS, Kim MK. Peak-Broadening of floor response spectra for base isolated nuclear structures. In Transactions of the Korean Nuclear Society Autumn Meeting. Gyeongju, Korea; c2015.

4. Lee SJ, Kim JH. Considerations for the generation of in-structure response spectra in seismically isolated structures. Earthquake Engineering Society of Korea. 2022 Mar;26(2):95-103.

5. ASCE. Minimum design loads and associated criteria for buildings and other structures ASCE/SEI 7-16. American Society of Civil Engineers; c2017.

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