Seismic performance of reinforced concrete buildings with double concave friction pendulum base isolation system: case study of design by Indonesian code-Reference-Cited by-同舟云学术

Seismic performance of reinforced concrete buildings with double concave friction pendulum base isolation system: case study of design by Indonesian code

Published:2021-12 Issue: Volume:34 Page:462-478
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Imran Iswandi,Siringoringo Dionysius M.^ORCID,Michael James

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference47 articles.

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3. The 2011 off the Pacific coast of Tohoku earthquake and response of high-rise buildings under long-period ground motions;Takewaki;Soil Dyn Earthquake Eng,2011

4. Seismic response analyses of an asymmetric base-isolated building during the 2011 Great East Japan (Tohoku) Earthquake;Siringoringo;Struct Control Health Monit,2015

5. Long-term seismic monitoring of base-isolated building with emphasis on serviceability assessment;Siringoringo;Earthquake Eng Struct Dyn,2015

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