The authours' answer to discussion by Hitoshi Kuwamura

Masahiro Noguchi; Noboru Nakamura; Yasuo Iijima

doi:10.3130/aijs.76.2199

The authours' answer to discussion by Hitoshi Kuwamura

Masahiro Noguchi, Noboru Nakamura, Yasuo Iijima

Research output: Contribution to journal › Review article › peer-review

1 Citation (Scopus)

Abstract

The authors wish to thank Prof. Hitoshi Kuwamura for the discussion. The answer to his questions is as follows: 1) We verified stress distribution was rationally modeled. 2) We corrected a mistake in this article owing to Kuwamura's discussion. 3) The elastic modulus for calculations were calculated using average density of each conditions of specimen. 4) We verified that bearing strength was logical.

Original language	English
Pages (from-to)	2199-2200
Number of pages	2
Journal	Journal of Structural and Construction Engineering
Volume	76
Issue number	670
DOIs	https://doi.org/10.3130/aijs.76.2199
Publication status	Published - Dec 2011
Externally published	Yes

Keywords

Manual calculation method
Mechanical model
Parallel to the grain
Partial compression
Timber

ASJC Scopus subject areas

Architecture
Building and Construction

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10.3130/aijs.76.2199

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title = "The authours' answer to discussion by Hitoshi Kuwamura",

abstract = "The authors wish to thank Prof. Hitoshi Kuwamura for the discussion. The answer to his questions is as follows: 1) We verified stress distribution was rationally modeled. 2) We corrected a mistake in this article owing to Kuwamura's discussion. 3) The elastic modulus for calculations were calculated using average density of each conditions of specimen. 4) We verified that bearing strength was logical.",

keywords = "Manual calculation method, Mechanical model, Parallel to the grain, Partial compression, Timber",

author = "Masahiro Noguchi and Noboru Nakamura and Yasuo Iijima",

year = "2011",

month = dec,

doi = "10.3130/aijs.76.2199",

language = "English",

volume = "76",

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journal = "Journal of Structural and Construction Engineering",

issn = "1340-4202",

publisher = "Architectural Institute of Japan",

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AU - Nakamura, Noboru

AU - Iijima, Yasuo

PY - 2011/12

Y1 - 2011/12

N2 - The authors wish to thank Prof. Hitoshi Kuwamura for the discussion. The answer to his questions is as follows: 1) We verified stress distribution was rationally modeled. 2) We corrected a mistake in this article owing to Kuwamura's discussion. 3) The elastic modulus for calculations were calculated using average density of each conditions of specimen. 4) We verified that bearing strength was logical.

AB - The authors wish to thank Prof. Hitoshi Kuwamura for the discussion. The answer to his questions is as follows: 1) We verified stress distribution was rationally modeled. 2) We corrected a mistake in this article owing to Kuwamura's discussion. 3) The elastic modulus for calculations were calculated using average density of each conditions of specimen. 4) We verified that bearing strength was logical.

KW - Manual calculation method

KW - Mechanical model

KW - Parallel to the grain

KW - Partial compression

KW - Timber

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M3 - Review article

AN - SCOPUS:84867046111

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JO - Journal of Structural and Construction Engineering

JF - Journal of Structural and Construction Engineering

IS - 670

ER -

The authours' answer to discussion by Hitoshi Kuwamura

Abstract

Keywords

ASJC Scopus subject areas

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