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Optimum distribution of stiffness in multistorey steel building frames subjected to earthquake excitation

Anagnostides G.

Articolo Immagine

ISSN:

0394-5103

Rivista:

European Earthquake Engineering

Anno:

1988

Numero:

2

Fascicolo:

European Earthquake Engineering N.2/1988

Articoli dello stesso fascicolo

Fajfar P., Jiang Y., Fischinger M. - Comparison of modal analysis and equivalent lateral force procedure for seismic analysis of buildings

Tegos J.A. - High shear reversal requirements and use of crossed inclined bras over the entire span in RC members

Anagnostides G. - Optimum distribution of stiffness in multistorey steel building frames subjected to earthquake excitation

Scherer J.R., Schüeller G.I. - On the data bank of Friuli earthquake

Youtsos A.G., Collins D., Salmon M.A., Verma V.K. - The response of a piping system to high frequency excitation

- Forthcoming events – Eurocode news – Book review – Historical seismicity – Acquisition of strong motion data

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