Citation:
Yuan Jianli. Research of Traditional Timber Structure based on Modern Simulation and Analysis Technology. Journal of Information Technologyin Civil Engineering and Architecture,
2013, 5(2): 23-30.
2013, 5(2): 23-30.
Research of Traditional Timber Structure based on Modern Simulation and Analysis Technology
College of Architectural Science and Engineering, Yangzhou University, Yangzhou 225009, China |
The modern simulation and analysis technology with the predominance of celerity, intuition and reappearance, and has been successful introduced into research of traditional timber structure protection.Aiming at five key research subjects of traditional timber structure protection, which includes simulation of connective behavior of mortise-tenon joints, simulation of configuration and mechanical character of Dou-Gong(bracket set), modeling and analysis of timber truss, modeling and analysis of Yingxian timber pagoda, and digital and information technology for timber structure, this paper introduced the main results of computer simulation and analysis technology application, and discussed the future trend to deepen this research.
| [1] |
[宋]李诫撰, 邹其昌点校. 文渊阁《钦定四库全书》-《营造法式》[M]. 人民出版社, 2006年9月. |
| [2] |
方东平, 俞茂鋐, 宫本裕, 岩崎正二, 彦坂熙. 木结构古建筑结构特性的计算研究[J]. 工程力学, 2001年2月: 137-144. |
| [3] |
隋允康, 常婧雅, 叶红玲. 木结构半刚性结点的数值模拟[J]. 北京工业大学学报, 2011年9月: 1298-1302. |
| [4] |
[德]路德维希. 史泰格编著, 李吉涛、李鹏译. 《木结构施工》[M]. 中国建筑出版社, 2010年4月. |
| [5] |
Bulleit W.M., Sandberg L.B., Drewek M.W., and O'Bryant T.L., (1999), "Behavior and modeling of wood-pegged timber frames"[J].J.Struct.Eng., 125(1):3-9.doi: 10.1061/(ASCE)0733-9445(1999)125:1(3) |
| [6] |
Shanks J.D., and Walker P.J., (2005), "Experimental performance of mortice and tenon connections in green oak"[J].J.Struct.Eng., 83(17):40-45. |
| [7] |
Jonathan Shanks and Peter Walker, Strength and Stiffness of All-Timber Pegged Connections[J].JOURNAL OF MATERIALS IN CIVIL ENGINEERING, ASCE, JANUARY 2009:10-18. |
| [8] |
Z.W.Guana, A.Kitamori, K.Komatsu, Experimental study and finite element modeling of Japanese "Nuki" joints[J].Engineering Structures 30(2008):2032-2040.doi: 10.1016/j.engstruct.2008.01.003 |
| [9] |
袁建力, 施颖, 陈韦, 王珏. 基于摩擦耗能的斗有限元模型[J]. 《建筑结构学报》, 2012年6月: 152-158. |
| [10] |
魏国安. 古建筑木结构斗栱的力学性能及ANSYS分析[D]. 西安建筑科技大学, 2007. |
| [11] |
D'Ayala Dina, Tsai Pin Hui. Seismic vulnerability of historic Dieh-Dou timber structures in Taiwan[J]. Engineering Structures, Volume 30, August 2008: 2101-2113. |
| [12] |
赵均海, 俞茂宏, 杨松岩, 孙家驹.中国古代木结构有限元动力分析[J].土木工程学报, 2000年2月:32-35. |
| [13] |
丁磊, 王志骞, 俞茂宏.西安鼓楼木结构的动力特性及地震反映分析[J].西安交通大学学报, 2003.(9):986-988. |
| [14] |
仓盛, 竺润祥, 任茶仙, 俞茂宏. 榫卯连接的古木结构动力分析[J]. 宁波大学学报(理工版), 2004年9月: 332-335. |
| [15] |
曲慧, 肖碧勇, 王林安. 蓬莱阁木构架承载力有限元分析[J]. 烟台大学学报(自然科学与工程版), 第23卷第1期, 2010年1月: 59-63. |
| [16] |
G. Fabbrocino, G. Marcari & C. Laorenza, Structural analysis of the Caserta Royal Palace timber roof connections, Structural Analysis of Historic Construction, -D'Ayala & Fodde(eds), Taylor & Francis Group, London, 2008: 715-722. |
| [17] |
徐燊, 李子剑, 刘鲁. 高效建模方法的研究[J]. 建筑设计研究, 华中建筑, 2003年1月: 54-57. |
| [18] | |
| [19] |
杜雷鸣, 李海旺, 薛飞, 秦冬祺.应县木塔抗震性能研究[J].土木工程学报, 2010年(43卷增):363-370. |
| [20] |
王珏. 应县木塔扭、倾变形张拉复位的数字化模拟和安全性评价[D]. 扬州大学, 2008. |
| [21] |
施颖. 基于结构变形特征和损伤现状的应县木塔有限元模型研究[D]. 扬州大学, 2012. |
| [22] |
Jin Won Choi, Jie Eun Hwang.Kota View simulating traditional Korean architecture interactively and intelligently on the web[J].Automation in Construction 14(2005):1-14.doi: 10.1016/j.autcon.2004.01.002 |
| [23] |
王婉, 谢步瀛. 中国古代宫殿建筑参数化设计与三维建模[J]. 东华大学学报(自然科学版), 2008年6月: 270-273. |
| [24] |
王茹. 古建筑数字化及三维建模关键技术研究[D]. 西北大学, 2010年6月. |
Metrics
- PDF Downloads(10)
- Abstract views(1365)
- HTML views(623)
