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NTIS 바로가기한국전산구조공학회논문집 = Journal of the computational structural engineering institute of Korea, v.35 no.1, 2022년, pp.29 - 34
기호석 (홍익대학교 건축학과) , 홍기섭 (홍익대학교 건축학과)
In this paper, the floor acceleration for the seismic design of non-structural elements was evaluated using the core shape as a planar variable. Linear time history analysis using 20 models with 5 different planes and 4 different floors on each plane depending on the change in the shape (position an...
Akhlaghi, H., Moghadam, A.S. (2008) Height-Wise Distribution of Peak Horizontal Floor Acceleration (PHFA), 14th World Conf. Earthq. Eng., Beijing, China, pp.12~17.
Fathali, S., Lizundia, B. (2011) Evaluation of Current Seismic Design Equations for Nonstructural Components in Tall Buildings using Strong Motion Records, Struct.l Des. Tall & Spec. Build., 20(S1), pp.30~46.
Kim, J.H. (2004) Seismic Resistant Design of Non-Structural Components, Rev. Archi. & Build. Sci., 48(8), pp.53~56.
Lepage, A., Shoemaker, J.M., Memari, A.M. (2012) Accelerations of Non-Structural Components during Nonlinear Seismic Response of Multistory Structures, J. Archit. Eng., 18(4), pp.285~297.
Whittaker, A.S., Soong, T.T. (2003) An Overview of Nonstructural Research at Three U.S. Earthquake Engineering Research Centers, Proc., ATC Seminar on Seismic Design, Performance & Retrofit of Nonstructural Components in Critical Facilities, pp.271~280.
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