Journal article
Structural and nonstructural performance of a seismically isolated building using stable unbonded fiber‐reinforced elastomeric isolators
Abstract
Summary Stable unbonded fiber‐reinforced elastomeric isolators (SU‐FREIs) exhibit a characteristic horizontal softening and stiffening response, similar to other adaptive devices such as the triple friction pendulum and sliding systems with variable curvature. The transition between the softening and stiffening occurs at a displacement corresponding to a unique deformation known as full rollover . In this paper, the full rollover displacement …
Authors
Van Engelen NC; Konstantinidis D; Tait MJ
Journal
Earthquake Engineering & Structural Dynamics, Vol. 45, No. 3, pp. 421–439
Publisher
Wiley
Publication Date
3 2016
DOI
10.1002/eqe.2665
ISSN
0098-8847