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Publikováno v:
日本建築学会構造系論文集. 521:119-126
It is important to estimate the required cumulative plastic deformation of members against strong earthquake for seismic design. The conventional model which has been generally used for seismic response analysis is equivalent multi-mass shear vibrati
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::59e379c08ce3787c613030246879fb7b
http://hdl.handle.net/2298/13136
http://hdl.handle.net/2298/13136
