The study of behavior of Japanese castles masonry walls during earthquake and their stability
The study of behavior of Japanese castles masonry walls during earthquake and their stability
批准号:
14550504
负责人:
TANAKA Kunihiro
金额:
$1.92万
依托单位国家:
日本
项目类别:
Grant-in-Aid for Scientific Research (C)
财政年份:
2002
资助国家:
日本
项目状态:
已结题
起止时间:
2002 至 2004
中文摘要
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英文摘要
Japanese castle's masonry walls were piled up with the independent stone block without using lime, and their techniques are very unique like Sori-curve or Sanngi-method at corner. So they are very important world heritage. But because of aging, many of them are very dangerous to the collapse.The results of this study are as follows.(1) On the vibration table, we made the model masonry walls of similarity ratio=1/10. From the vibration tests, it was made clear that the stability of masonry walls were effected by the angle of walls, and the deformation and the acceleration are amplified from the base to the top.(2) From the loading test at the shoulder of walls using the model masonry walls, it was made clear that the upper load should be located within the length of piling stone.(3) From the numerical experiment using FEM, it was made clear that the earthquake wave's amplitude was amplified, but the acceleration was reduced within the ground. But respectively, the amplitude and the acceleration were amplified within the masonry walls. There-fore, the top of walls is dangerous to the collapse during earthquake. And the stability of walls is effected mainly by the height or the angle, and the property of matters are not so effective.
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石垣模型の振動実験-石垣安定における形状寸法の影響-
石墙模型振动实验-形状和尺寸对石墙稳定性的影响-
DOI:
--
发表时间:
2003
期刊:
第23回土木史研究講演集
影响因子:
--
作者:
[小林善勝, 新谷洋二, 田中邦煕]
通讯作者:
田中邦煕
田中邦熙, 新谷洋二, 小林善勝, 谷 優作, 木村真也: "FEM-3D(L_<27>)による石垣の動的挙動の教値解析実験"土木学会 土木史研究. No.24. 8 (2004)
Kunihiro Tanaka、Yoji Shintani、Yoshikatsu Kobayashi、Yusaku Tani、Shinya Kimura:“使用 FEM-3D 进行石墙动力行为的教学价值分析实验(L_<27>)”日本土木工程学会,土木工程历史研究第 2 期。 24. 8 (2004)
DOI:
--
发表时间:
期刊:
影响因子:
--
作者:
[]
通讯作者:
Comparison of Masonry Walls of Japanese and Chinese Castles and Stability Judging Techniques
日本与中国城堡墙体比较及稳定性判定技术
DOI:
--
发表时间:
2003
期刊:
Geotechniqual Engineering in Urban Construction
影响因子:
--
作者:
[Kunihiro Tanaka, Yoji Niitani, Yoshikatau Kobayashi]
通讯作者:
Yoshikatau Kobayashi
田中邦煕, 新谷洋二, 小林善勝, 木村真也, 谷優作: "石垣断面のFEM-3Dによる数値解析実験-構成要素の物性値の影響-"土木学会土木史研究. No.23. 8 (2003)
Kunihiro Tanaka、Yoji Shintani、Yoshikatsu Kobayashi、Shinya Kimura、Yusaku Tani:“石墙横截面使用 FEM-3D 的数值分析实验 - 构成元素的物理性能值的影响 -” 日本土木工程师学会土木工程历史研究23. 8 (2003)
DOI:
--
发表时间:
期刊:
影响因子:
--
作者:
[]
通讯作者:
Numerical experiment of dynamic behaviour of masonry walls using FEM
基于有限元法的砌体墙动力性能数值试验
DOI:
--
发表时间:
2005
期刊:
Thesis Collection of Study of Civil Engineering History Vol.24
影响因子:
--
作者:
[Kunihiro TANAKA, Yoji NIITANI]
通讯作者:
Yoji NIITANI
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