Proposal of system coefficients for structural elements of vertical planes in post and beam timber structure

Shigefumi Okamoto; Noboru Nakamura

doi:10.3130/aijs.78.2173

Proposal of system coefficients for structural elements of vertical planes in post and beam timber structure

Research output: Contribution to journal › Article › peer-review

Abstract

In this paper, a method to calculate the 95% bottom allowable limit of the shear strength of a story of a post and beam timber structure is proposed. The proposed method considers the variation of the shear strength of the story in order to reduce the average value of the shear strength. The estimated value by the proposed method and the estimated value by a general method are compared with the 95% bottom allowable limit of the shear strength of a story. It is also proved that the proposed method can predict the 95% bottom allowable limit with sufficient accuracy.

Original language	English
Pages (from-to)	2173-2181
Number of pages	9
Journal	Journal of Structural and Construction Engineering
Volume	78
Issue number	694
DOIs	https://doi.org/10.3130/aijs.78.2173
Publication status	Published - Dec 2013
Externally published	Yes

Keywords

95% bottom
Post and beam timber structure
Shear wall
Story shear force
Vertical plane of structure

ASJC Scopus subject areas

Architecture
Building and Construction

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10.3130/aijs.78.2173

Cite this

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title = "Proposal of system coefficients for structural elements of vertical planes in post and beam timber structure",

abstract = "In this paper, a method to calculate the 95% bottom allowable limit of the shear strength of a story of a post and beam timber structure is proposed. The proposed method considers the variation of the shear strength of the story in order to reduce the average value of the shear strength. The estimated value by the proposed method and the estimated value by a general method are compared with the 95% bottom allowable limit of the shear strength of a story. It is also proved that the proposed method can predict the 95% bottom allowable limit with sufficient accuracy.",

keywords = "95% bottom, Post and beam timber structure, Shear wall, Story shear force, Vertical plane of structure",

author = "Shigefumi Okamoto and Noboru Nakamura",

year = "2013",

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doi = "10.3130/aijs.78.2173",

language = "English",

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pages = "2173--2181",

journal = "Journal of Structural and Construction Engineering",

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AU - Okamoto, Shigefumi

AU - Nakamura, Noboru

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N2 - In this paper, a method to calculate the 95% bottom allowable limit of the shear strength of a story of a post and beam timber structure is proposed. The proposed method considers the variation of the shear strength of the story in order to reduce the average value of the shear strength. The estimated value by the proposed method and the estimated value by a general method are compared with the 95% bottom allowable limit of the shear strength of a story. It is also proved that the proposed method can predict the 95% bottom allowable limit with sufficient accuracy.

AB - In this paper, a method to calculate the 95% bottom allowable limit of the shear strength of a story of a post and beam timber structure is proposed. The proposed method considers the variation of the shear strength of the story in order to reduce the average value of the shear strength. The estimated value by the proposed method and the estimated value by a general method are compared with the 95% bottom allowable limit of the shear strength of a story. It is also proved that the proposed method can predict the 95% bottom allowable limit with sufficient accuracy.

KW - 95% bottom

KW - Post and beam timber structure

KW - Shear wall

KW - Story shear force

KW - Vertical plane of structure

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Proposal of system coefficients for structural elements of vertical planes in post and beam timber structure

Abstract

Keywords

ASJC Scopus subject areas

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