Erratum: 超高層 RC 造建物を対象とした振動解析モデルにおける曲げ変形成分の統計的分析と汎用多質点曲げせん断モデルの構築 (AIJ Journal of Technology and Design (2019) 25:59 (91-96) DOI: 10.3130/aijt.25.91)

Masakazu Murata; Masayuki Nagano; Yutaka Hinoura; Takashi Kitahori; Takehiko Tanuma; Satoshi Oda

doi:10.3130/aijt.26.820

Erratum: 超高層 RC 造建物を対象とした振動解析モデルにおける曲げ変形成分の統計的分析と汎用多質点曲げせん断モデルの構築 (AIJ Journal of Technology and Design (2019) 25:59 (91-96) DOI: 10.3130/aijt.25.91)

Translated title of the contribution: Erratum: Statistical analysis of bending deformation components of vibration analysis models and construction of generic bending shear multi-mass models for super high-rise RC buildings (AIJ Journal of Technology and Design (2019) 25:59 (91-96) DOI: 10.3130/aijt.25.91)

Masakazu Murata, Masayuki Nagano, Yutaka Hinoura, Takashi Kitahori, Takehiko Tanuma, Satoshi Oda

Department of Architecture

Research output: Contribution to journal › Comment/debate

Abstract

We have already proposed generic shear multi-mass models (S models) for vibration analysis models of the super high-rise RC buildings. In this study, the bending deformation component of the vibration analysis models are analyzed and then we propose the generic bending shear multi-mass models (BS models). Natural periods and modal shapes of higher modes of the BS models are consistent with those of the moment-resisting frame models. Proposed generic BS models are validated by the nonlinear earthquake response analysis for pulse type input wave with short period, where the higher modes are stimulated. (Figure Presented).

Translated title of the contribution	Erratum: Statistical analysis of bending deformation components of vibration analysis models and construction of generic bending shear multi-mass models for super high-rise RC buildings (AIJ Journal of Technology and Design (2019) 25:59 (91-96) DOI: 10.3130/aijt.25.91)
Original language	Japanese
Pages (from-to)	820-821
Number of pages	2
Journal	AIJ Journal of Technology and Design
Volume	26
Issue number	63
DOIs	https://doi.org/10.3130/aijt.26.820
Publication status	Published - Jun 2020

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Murata, M., Nagano, M., Hinoura, Y., Kitahori, T., Tanuma, T., & Oda, S. (2020). Erratum: 超高層 RC 造建物を対象とした振動解析モデルにおける曲げ変形成分の統計的分析と汎用多質点曲げせん断モデルの構築 (AIJ Journal of Technology and Design (2019) 25:59 (91-96) DOI: 10.3130/aijt.25.91). AIJ Journal of Technology and Design, 26(63), 820-821. https://doi.org/10.3130/aijt.26.820

Murata, Masakazu ; Nagano, Masayuki ; Hinoura, Yutaka et al. / Erratum : 超高層 RC 造建物を対象とした振動解析モデルにおける曲げ変形成分の統計的分析と汎用多質点曲げせん断モデルの構築 (AIJ Journal of Technology and Design (2019) 25:59 (91-96) DOI: 10.3130/aijt.25.91). In: AIJ Journal of Technology and Design. 2020 ; Vol. 26, No. 63. pp. 820-821.

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title = "Erratum: 超高層 RC 造建物を対象とした振動解析モデルにおける曲げ変形成分の統計的分析と汎用多質点曲げせん断モデルの構築 (AIJ Journal of Technology and Design (2019) 25:59 (91-96) DOI: 10.3130/aijt.25.91)",

abstract = "We have already proposed generic shear multi-mass models (S models) for vibration analysis models of the super high-rise RC buildings. In this study, the bending deformation component of the vibration analysis models are analyzed and then we propose the generic bending shear multi-mass models (BS models). Natural periods and modal shapes of higher modes of the BS models are consistent with those of the moment-resisting frame models. Proposed generic BS models are validated by the nonlinear earthquake response analysis for pulse type input wave with short period, where the higher modes are stimulated. (Figure Presented).",

author = "Masakazu Murata and Masayuki Nagano and Yutaka Hinoura and Takashi Kitahori and Takehiko Tanuma and Satoshi Oda",

year = "2020",

month = jun,

doi = "10.3130/aijt.26.820",

language = "Japanese",

volume = "26",

pages = "820--821",

journal = "AIJ Journal of Technology and Design",

issn = "1341-9463",

publisher = "Architectural Institute of Japan",

number = "63",

}

Murata, M, Nagano, M, Hinoura, Y, Kitahori, T, Tanuma, T & Oda, S 2020, 'Erratum: 超高層 RC 造建物を対象とした振動解析モデルにおける曲げ変形成分の統計的分析と汎用多質点曲げせん断モデルの構築 (AIJ Journal of Technology and Design (2019) 25:59 (91-96) DOI: 10.3130/aijt.25.91)', AIJ Journal of Technology and Design, vol. 26, no. 63, pp. 820-821. https://doi.org/10.3130/aijt.26.820

Erratum : 超高層 RC 造建物を対象とした振動解析モデルにおける曲げ変形成分の統計的分析と汎用多質点曲げせん断モデルの構築 (AIJ Journal of Technology and Design (2019) 25:59 (91-96) DOI: 10.3130/aijt.25.91). / Murata, Masakazu; Nagano, Masayuki; Hinoura, Yutaka et al.

In: AIJ Journal of Technology and Design, Vol. 26, No. 63, 06.2020, p. 820-821.

Research output: Contribution to journal › Comment/debate

TY - JOUR

T1 - Erratum

T2 - 超高層 RC 造建物を対象とした振動解析モデルにおける曲げ変形成分の統計的分析と汎用多質点曲げせん断モデルの構築 (AIJ Journal of Technology and Design (2019) 25:59 (91-96) DOI: 10.3130/aijt.25.91)

AU - Murata, Masakazu

AU - Nagano, Masayuki

AU - Hinoura, Yutaka

AU - Kitahori, Takashi

AU - Tanuma, Takehiko

AU - Oda, Satoshi

PY - 2020/6

Y1 - 2020/6

N2 - We have already proposed generic shear multi-mass models (S models) for vibration analysis models of the super high-rise RC buildings. In this study, the bending deformation component of the vibration analysis models are analyzed and then we propose the generic bending shear multi-mass models (BS models). Natural periods and modal shapes of higher modes of the BS models are consistent with those of the moment-resisting frame models. Proposed generic BS models are validated by the nonlinear earthquake response analysis for pulse type input wave with short period, where the higher modes are stimulated. (Figure Presented).

AB - We have already proposed generic shear multi-mass models (S models) for vibration analysis models of the super high-rise RC buildings. In this study, the bending deformation component of the vibration analysis models are analyzed and then we propose the generic bending shear multi-mass models (BS models). Natural periods and modal shapes of higher modes of the BS models are consistent with those of the moment-resisting frame models. Proposed generic BS models are validated by the nonlinear earthquake response analysis for pulse type input wave with short period, where the higher modes are stimulated. (Figure Presented).

UR - http://www.scopus.com/inward/record.url?scp=85094196154&partnerID=8YFLogxK

U2 - 10.3130/aijt.26.820

DO - 10.3130/aijt.26.820

M3 - Comment/debate

AN - SCOPUS:85094196154

VL - 26

SP - 820

EP - 821

JO - AIJ Journal of Technology and Design

JF - AIJ Journal of Technology and Design

SN - 1341-9463

IS - 63

ER -

Murata M, Nagano M, Hinoura Y, Kitahori T, Tanuma T, Oda S. Erratum: 超高層 RC 造建物を対象とした振動解析モデルにおける曲げ変形成分の統計的分析と汎用多質点曲げせん断モデルの構築 (AIJ Journal of Technology and Design (2019) 25:59 (91-96) DOI: 10.3130/aijt.25.91). AIJ Journal of Technology and Design. 2020 Jun;26(63):820-821. https://doi.org/10.3130/aijt.26.820

Erratum: 超高層 RC 造建物を対象とした振動解析モデルにおける曲げ変形成分の統計的分析と汎用多質点曲げせん断モデルの構築 (AIJ Journal of Technology and Design (2019) 25:59 (91-96) DOI: 10.3130/aijt.25.91)

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