The response of nonlinear multi-story structures subjected to earthquake excitation

The response of nonlinear multi-story structures subjected to earthquake excitation

The dynamic responses of a 20-story nonlinear structural frame representative of a modern high rise building are analyzed with the aid of a digital computer. Related analytical studies of continuous systems are carried out. Quantitative information is provided on the importance of a wide range of mo...

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Bibliographic Details
Main Author: Giberson, Melbourne Fernald
Format: Others
Published: 1967
Online Access:https://thesis.library.caltech.edu/3604/1/Giberson_m_f_1967.pdf
Giberson, Melbourne Fernald (1967) The response of nonlinear multi-story structures subjected to earthquake excitation. Dissertation (Ph.D.), California Institute of Technology. doi:10.7907/W8D4-3W95. https://resolver.caltech.edu/CaltechETD:etd-09182002-085426 <https://resolver.caltech.edu/CaltechETD:etd-09182002-085426>

Internet

https://thesis.library.caltech.edu/3604/1/Giberson_m_f_1967.pdf
Giberson, Melbourne Fernald (1967) The response of nonlinear multi-story structures subjected to earthquake excitation. Dissertation (Ph.D.), California Institute of Technology. doi:10.7907/W8D4-3W95. https://resolver.caltech.edu/CaltechETD:etd-09182002-085426 <https://resolver.caltech.edu/CaltechETD:etd-09182002-085426>

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