Static loading tests for timber frames with large hanging walls using dry-mud panels

Yoshihiro Shibuya; Yasuhiro Nambu; Saki Ohmura; Tatsuya Yokobe; Mina Sugino; Yasuhiro Hayashi

doi:10.3130/aijt.21.1031

Static loading tests for timber frames with large hanging walls using dry-mud panels

Yoshihiro Shibuya, Yasuhiro Nambu, Saki Ohmura, Tatsuya Yokobe, Mina Sugino, Yasuhiro Hayashi

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

4 Citations (Scopus)

Abstract

Static loading tests for timber frames with large hanging walls using dry-mud panels were conducted. Following results were obtained. 1) Failure mechanism of the frames is roughly classified into damage of the walls and breakage of the columns. If the columns of the frames were broken, bearing force of the frames is smaller. 2) If the columns of the frames were not broken, restoring force characteristics are varied by specification of the frames. 3) If the side of the columns in which was inserted the Sashigamoi was pulled, the columns are broken at about the half of the flexural strength.

Original language	English
Pages (from-to)	1031-1036
Number of pages	6
Journal	AIJ Journal of Technology and Design
Volume	21
Issue number	49
DOIs	https://doi.org/10.3130/aijt.21.1031
Publication status	Published - Oct 2015
Externally published	Yes

All Science Journal Classification (ASJC) codes

Architecture
Building and Construction

Access to Document

10.3130/aijt.21.1031

Fingerprint Dive into the research topics of 'Static loading tests for timber frames with large hanging walls using dry-mud panels'. Together they form a unique fingerprint.

Cite this

@article{af000ae1a12f46be9e116e7a14b5cbae,

title = "Static loading tests for timber frames with large hanging walls using dry-mud panels",

abstract = "Static loading tests for timber frames with large hanging walls using dry-mud panels were conducted. Following results were obtained. 1) Failure mechanism of the frames is roughly classified into damage of the walls and breakage of the columns. If the columns of the frames were broken, bearing force of the frames is smaller. 2) If the columns of the frames were not broken, restoring force characteristics are varied by specification of the frames. 3) If the side of the columns in which was inserted the Sashigamoi was pulled, the columns are broken at about the half of the flexural strength.",

author = "Yoshihiro Shibuya and Yasuhiro Nambu and Saki Ohmura and Tatsuya Yokobe and Mina Sugino and Yasuhiro Hayashi",

year = "2015",

month = oct,

doi = "10.3130/aijt.21.1031",

language = "English",

volume = "21",

pages = "1031--1036",

journal = "AIJ Journal of Technology and Design",

issn = "1341-9463",

publisher = "日本建築学会",

number = "49",

}

TY - JOUR

T1 - Static loading tests for timber frames with large hanging walls using dry-mud panels

AU - Shibuya, Yoshihiro

AU - Nambu, Yasuhiro

AU - Ohmura, Saki

AU - Yokobe, Tatsuya

AU - Sugino, Mina

AU - Hayashi, Yasuhiro

PY - 2015/10

Y1 - 2015/10

N2 - Static loading tests for timber frames with large hanging walls using dry-mud panels were conducted. Following results were obtained. 1) Failure mechanism of the frames is roughly classified into damage of the walls and breakage of the columns. If the columns of the frames were broken, bearing force of the frames is smaller. 2) If the columns of the frames were not broken, restoring force characteristics are varied by specification of the frames. 3) If the side of the columns in which was inserted the Sashigamoi was pulled, the columns are broken at about the half of the flexural strength.

AB - Static loading tests for timber frames with large hanging walls using dry-mud panels were conducted. Following results were obtained. 1) Failure mechanism of the frames is roughly classified into damage of the walls and breakage of the columns. If the columns of the frames were broken, bearing force of the frames is smaller. 2) If the columns of the frames were not broken, restoring force characteristics are varied by specification of the frames. 3) If the side of the columns in which was inserted the Sashigamoi was pulled, the columns are broken at about the half of the flexural strength.

UR - http://www.scopus.com/inward/record.url?scp=84948732904&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=84948732904&partnerID=8YFLogxK

U2 - 10.3130/aijt.21.1031

DO - 10.3130/aijt.21.1031

M3 - Article

AN - SCOPUS:84948732904

VL - 21

SP - 1031

EP - 1036

JO - AIJ Journal of Technology and Design

JF - AIJ Journal of Technology and Design

SN - 1341-9463

IS - 49

ER -