Seismic response of slender MDOF structures with self‐centering base shear and moment mechanisms

As the amplification of seismic force demands due to higher‐mode effects on tall buildings is increasingly recognized as a design challenge, a number of high‐performance systems have been proposed to limit such effects through combined base shear‐limiting and moment‐limiting dual mechanisms. To bett...

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Bibliographic Details
Published in:	Earthquake engineering & structural dynamics Vol. 52; no. 6; pp. 1658 - 1677
Main Authors:	Zhong, Chiyun, Christopoulos, Constantin
Format:	Journal Article
Language:	English
Published:	Bognor Regis Wiley Subscription Services, Inc 01.05.2023
Subjects:	Amplification base mechanism Constraining Design Dissipation factor Earthquake resistance Geological hazards Ground motion Mathematical models MDOF structures non‐linear analysis Parameters rocking Seismic activity Seismic hazard Seismic response self‐centering Shake table tests Shear strength Stiffness Structures Tall buildings
ISSN:	0098-8847, 1096-9845
Online Access:	Get full text
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