Developing experimental technology and numerical analysis model for non-linear behaviour of Bi-tilt isolator
Author:
Funder
Ministry of Science and Technology, Taiwan
Publisher
Springer Science and Business Media LLC
Subject
Multidisciplinary
Link
https://link.springer.com/content/pdf/10.1007/s12046-021-01600-9.pdf
Reference23 articles.
1. Robinson W H 1982 Lead-rubber Hysteretic Bearings Suitable for Protecting Structures During Earthquakes; Earthq. Eng. Struct. Dyn. 10: 593–604
2. Matsagar V A and Jangid R S 2004 Influence of isolator characteristics on the response of base-isolated structures; Eng. Struct. 26(12): 1735–1749
3. Jangid R S 2007 Optimum lead–rubber isolation bearings for near-fault motions; Eng. Struct. 29(10): 2503–2513
4. Salic R B, Garevski M A and Milutinovic Z V 2008 Response of Lead-Rubber Bearing Isolated Structure. The 14th World Conference on Earthquake Engineering, Beijing, China.
5. Bridget Cunningham 2015 Using Lead Rubber Bearings in Base Isolation Systems, https://www.comsol.com/blogs/using-lead-rubber-bearings-in-base-isolation-systems/
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