Maximum response prediction of base-isolated structure with a slip-type damper system preventing excessive displacement

Author:

Kim Jinwoo,Kuwahara Susumu,Kim Tae-SooORCID,Park Hae-YongORCID

Funder

National Research Foundation of Korea

Ogun Ministry of Education Science and Technology

Ministry of Science, ICT and Future Planning

Publisher

Elsevier BV

Reference21 articles.

1. Architectural Institute of Japan, Recommendation for the Design of Seismically Isolated Buildings, AIJ, Japan 2013. (in Japanese).

2. Shaking table test and analysis method on ultimate behavior of slender base-isolated structure supported by laminated rubber bearings;Takaoka;Earthq Eng Struct Dyn,2011

3. Large strain nonlinear model of lead rubber bearings for beyond design basis earthquakes;Eem;Nucl Eng Technol,2019

4. Numerical evaluation of steel-rubber isolator with single and multiple rubber cores;Rahnavard;Eng Struct,2019

5. Development of U-shaped steel damper for seismic isolation system;Suzuki;Nippon Steel Tech Rep,2005

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