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Published in:
Challenges Towards Achieving Earthquake Resilience Through Performance-Based Earthquake Engineering Read chapter Read first chapter

2014 | OriginalPaper | Chapter

16. Seismic Performance and Reinforcement of Japanese High-Rise Building s Facing Subduction Earthquake s: E-Defense Shake Table Test s

Authors : Takuya Nagae, Takahito Inoue, Koichi Kajiwara, Masayoshi Nakashima

Published in: Performance-Based Seismic Engineering: Vision for an Earthquake Resilient Society

Publisher: Springer Netherlands

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Abstract

The seismic capacity of high-rise steel buildings is a matter of concern, particularly when they are subjected to long-period ground motions. A series of large-scale shaking table tests conducted at E-Defense disclosed fractures in beam-to-column connection s and represented the effects of retrofit for such high-rise steel buildings. Damage to office and residential rooms was also reproduced.

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previous chapter Evaluation on Flexural Deformability Flexural deformability Flexural deformability Flexural deformability Flexural deformability of Reinforced Concrete Columns with Wing Wall Wing wall Wing wall Wing wall Wing wall s
next chapter Pseudo-dynamic Performance Evaluation of Full Scale Seismic Steel Braced Frame Braced frame Braced frame Braced frame Braced frame s Using Buckling-Restrained and In-Plane Buckling Braces
Literature
Akiyama H (2002) Collapse modes of structures under strong motions of earthquake. Ann Geophys 45(6): 791–798
Building Research Institute (2005) The research report about the influence and seismic retrofit technology to the building subjected to long-period ground motion. Tokyo, Japan (in Japanese)
Chung Y, Nagae T, Hitaka T, Nakashima M (2010) Seismic resistance capacity of high-rise buildings subjected to long-period ground motions: E-defense shaking table test. J Struct Eng ASCE 136(6):637–644CrossRef
Chung Y, Nagae T, Matsumiya T, Nakashima M (2012) Seismic capacity of retrofitted beam-to-column connections in high-rise steel frames when subjected to long-period ground motions. Earthq Eng Struct Dyn 41(4):735–753CrossRef
Kamae K, Kawabe H, Irikura K (2004) Strong ground motion prediction for huge subduction earthquakes using a characterized source model and several simulation techniques. In: Proceedings of the 13th world conference earthquake engineering, pp 655–666
Ogawa N, Ohtani K, Katayama T, Shibata H (2001) Construction of a three-dimensional, large-scale shaking table and development of core technology. Philos Trans R Soc Lond 359:1725–1751CrossRef
Metadata
Title
Seismic Performance and Reinforcement of Japanese High-Rise Building HIGH-RISE BUILDING HIGH-RISE BUILDING s Facing Subduction Earthquake SUBDUCTION EARTHQUAKE SUBDUCTION EARTHQUAKE SUBDUCTION EARTHQUAKE SUBDUCTION EARTHQUAKE s: E-Defense E-DEFENSE E-DEFENSE Shake Table Test SHAKE TABLE TEST SHAKE TABLE TEST SHAKE TABLE TEST SHAKE TABLE TEST s
Authors
Takuya Nagae
Takahito Inoue
Koichi Kajiwara
Masayoshi Nakashima
Copyright Year
2014
Publisher
Springer Netherlands
Book
Performance-Based Seismic Engineering: Vision for an Earthquake Resilient Society

Print ISBN: 978-94-017-8874-8

Electronic ISBN: 978-94-017-8875-5

Copyright Year: 2014

DOI
https://doi.org/10.1007/978-94-017-8875-5_16