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Author(s): (Professor, Structural Engineering Research Center, Tokyo Institute of Technology, Japan)





Medium: journal article
Language(s): English
Published in: Journal of Disaster Research, , n. 3, v. 4
Page(s): 261-269
DOI: 10.20965/jdr.2009.p0261
Abstract:

This paper discusses the following three key issues on passive control using dampers for seismic protection of buildings:

1 Major experimental research on passive control of buildings: Tests using the world’s largest shaking table “E-Defense” from March to April 2009 evaluated a full-scale 5-story steel building with and without dampers. 2 Codes and specifications: The Japanese building code requires that the nonlinear time history analysis be performed for buildings with dampers or that energy-based analysis be conducted when steel dampers are used. Unlike code rules leading to iterative design, the specifications of the Japan Society of Seismic Isolation (JSSI) give direct design method (DDM) for target performance set by designers. 3 Damage-free structure and its design: Backed by government support, a large team of researchers and designers has developed a structure damage-free against a catastrophic earthquake, using dampers and super-high-strength steel frames. The structure and its design rule using DDM are being studied for inclusion in projected code.

License:

This creative work has been published under the Creative Commons Attribution-NoDerivatives 4.0 International (CC-BY-ND 4.0) license which allows copying, and redistribution of the original work provided appropriate credit is given to the original author and the conditions of the license are met. Any derivative material may not be distributed.

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  • About this
    data sheet
  • Reference-ID
    10684987
  • Published on:
    21/06/2022
  • Last updated on:
    10/05/2023
 
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