Response spectrum analysis using unidirectional seismic motions effective to excite natural modes

Author:

Tamura IchiroORCID,Ishimaru Yorihisa,Tamura ShinjiORCID

Publisher

Elsevier BV

Reference18 articles.

1. Biot, M.A., 1932. Transient oscillations in elastic system. Ph.D Thesis No. 259, Aeronautics Department. Pasadena, California: California Institute of Technology.

2. Dynamics of Structures;Chopra,2011

3. Multi-component seismic analysis for irregular structures;Gao,2004

4. Spectrum analysis of strong-motion earthquakes;Housner;Bull. Seismol. Soc. Am.,1953

5. Kote, P.B., Madhekar, S.N., Gupta, I.D., 2022. Use of critical response spectrum for design of multi-story steel buildings under multi-component seismic excitation. In: Proceedings of the 12th Structural Engineering Convention, SEC 2022, vol. 1, No. 3.

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