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
N1 - Copyright:
Copyright 2017 Elsevier B.V., All rights reserved.
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.
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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 -