A PROPOSAL OF DAMPING CORRECTION FORMULA CONSIDERING PERIOD-DEPENDENT CHARACTERISTICS OF THE DESIGN RESPONSE SPECTRA OF LONG-PERIOD GROUND MOTIONS FOR THE HYPOTHETICAL NANKAI TROUGH EARTHQUAKE (PART 2) : DAMPING CORRECTION AND CONVERSION METHOD FOR A

In 2016, a countermeasure against long-period ground motions from the Nankai Trough was announced. However, the response spectrum method specified in Ministry of Construction Notification No. 2009 was excluded from the countermeasure framework due to its inadequacy in representing the effects of long-period ground motions. Deficiencies in the damping correction formula, especially in specific period ranges, have also been identified. This study proposes a modified response spectrum method introducing separate damping correction formulas for displacement and acceleration responses, as different corrections are required for accurate prediction. The effectiveness of the proposed method is validated through comparison with the time-history analysis.

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Publication Details

Journal
Journal of Structural and Construction Engineering (Transactions of AIJ)
Published
2026-03-31
DOI
https://doi.org/10.3130/aijs.91.441
Primary Topic
Seismic Performance and Analysis
Type
article
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article

A PROPOSAL OF DAMPING CORRECTION FORMULA CONSIDERING PERIOD-DEPENDENT CHARACTERISTICS OF THE DESIGN RESPONSE SPECTRA OF LONG-PERIOD GROUND MOTIONS FOR THE HYPOTHETICAL NANKAI TROUGH EARTHQUAKE (PART 2) : DAMPING CORRECTION AND CONVERSION METHOD FOR A

Masahito Kobayashi, Masamune NAITO, Ryohei KAWAKAMI
Journal of Structural and Construction Engineering (Transactions of AIJ)
Seismic Performance and Analysis
article

A PROPOSAL OF DAMPING CORRECTION FORMULA CONSIDERING PERIOD-DEPENDENT CHARACTERISTICS OF THE DESIGN RESPONSE SPECTRA OF LONG-PERIOD GROUND MOTIONS FOR THE HYPOTHETICAL NANKAI TROUGH EARTHQUAKE (PART 2) : DAMPING CORRECTION AND CONVERSION METHOD FOR A

Masahito Kobayashi, Masamune NAITO, Ryohei KAWAKAMI
article en

Abstract

In 2016, a countermeasure against long-period ground motions from the Nankai Trough was announced. However, the response spectrum method specified in Ministry of Construction Notification No. 2009 was excluded from the countermeasure framework due to its inadequacy in representing the effects of long-period ground motions. Deficiencies in the damping correction formula, especially in specific period ranges, have also been identified. This study proposes a modified response spectrum method introducing separate damping correction formulas for displacement and acceleration responses, as different corrections are required for accurate prediction. The effectiveness of the proposed method is validated through comparison with the time-history analysis.

Journal of Structural and Construction Engineering (Transactions of AIJ)Vol. 91(842)
Meiji University (JP)
Sustainable cities and communities
Openalex Percentile: Top 8%
Seismic Performance and Analysis
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