STUDY ON SEISMIC PERFORMANCE OF TRADITIONAL WOODEN BUILDING WITH OVERHANG TO THREE DIRECTIONS
-
- MIYAMOTO Mitsuhiro
- Dept. of Safety Systems Construction Eng., Kagawa Univ.
-
- WADA Koichi
- Wada Architect Office
-
- SUGIMORI Masatoshi
- Dept. of Bioresources, Ehime Univ.
Bibliographic Information
- Other Title
-
- 三方懸造を有する伝統的木造建物の耐震性能に関する研究
- サンボウケンゾウ オ ユウスル デントウテキ モクゾウ タテモノ ノ タイシン セイノウ ニ カンスル ケンキュウ
Search this article
Abstract
There are traditional wooden buildings supported with overhang which is relatively weaker than the foundation. In this paper, micro-tremor measurement and seismic response analysis for these buildings are performed to grasp their vibration characteristics and seismic performance. From the results of these analysis, their vibration characteristics and the factor to influence their seismic response is examined.
Journal
-
- AIJ Journal of Technology and Design
-
AIJ Journal of Technology and Design 19 (42), 507-511, 2013
Architectural Institute of Japan
- Tweet
Details 詳細情報について
-
- CRID
- 1390001205169593728
-
- NII Article ID
- 130004932820
-
- NII Book ID
- AN10531441
-
- ISSN
- 18818188
- 13419463
-
- NDL BIB ID
- 024688088
-
- Text Lang
- ja
-
- Data Source
-
- JaLC
- NDL
- Crossref
- CiNii Articles
-
- Abstract License Flag
- Disallowed