Seismic collapse capacity of basic inelastic structures vulnerable to the P-delta effect

Author:

Adam Christoph1,Jäger Clemens1

Affiliation:

1. Department of Civil Engineering Sciences; University of Innsbruck; Technikerstr. 13; 6020; Innsbruck; Austria

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference38 articles.

1. Amplification factors for inelastic dynamic P-∆ effects in earthquake analysis;Bernal;Earthquake Engineering and Structural Dynamics,1987

2. Lignos DG Krawinkler H Whittaker A Prediction and validation of sidesway collapse of two scale models of a 4-story steel moment frame Earthquake Engineering and Structural Dynamics

3. Collapse of yielding structures during earthquakes;Jennings;Journal of the Engineering Mechanics Division Proc. (ASCE),1968

4. P-∆ effects on single-degree-of-freedom structures in earthquakes;MacRae;Earthquake Spectra,1994

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