Conference
Collapse in sliding isolated MRFs considering different design methodologies
Abstract
Seismic isolation protects both the structural and non-structural component at the expense of large horizontal displacement at the isolation level. Under some circumstances the excessive displacement may exceed the displacement capacity of sliding isolation bearing or cause the impact against the retaining wall, both of which may damage or even precipitate collapse of the superstructure. In this study a comprehensive numerical model, capable of …
Authors
Becker TC; Bao Y
Volume
3
Pagination
pp. 1751-1761
Publication Date
January 1, 2018
Conference proceedings
11th National Conference on Earthquake Engineering 2018 Ncee 2018 Integrating Science Engineering and Policy