[1]薛建阳,浩飞虎.应县木塔倾斜及扭转分析[J].西安建筑科技大学学报(自然科学版),2019,51(02):212-0216.[doi:10.15986/j.1006-7930.2019.02.009]
　XUE Jianyang,HAO Feihu.Analysis of tilt and twist of Yingxian Wooden Pagoda[J].J. Xi’an Univ. of Arch. & Tech.(Natural Science Edition),2019,51(02):212-0216.[doi:10.15986/j.1006-7930.2019.02.009]
点击复制

应县木塔倾斜及扭转分析()
分享到：

西安建筑科技大学学报（自然科学版）[ISSN:1006-7930/CN:61-1295/TU]

卷:
51
期数:
2019年02期
页码:
212-0216
栏目:
出版日期:
2019-04-28

文章信息/Info

Title:
Analysis of tilt and twist of Yingxian Wooden Pagoda
文章编号:
1006-7930(2019)0-0212-07
作者:
薛建阳; 浩飞虎
(西安建筑科技大学 土木工程学院,陕西 西安 710055)
Author(s):
XUE Jianyang;  HAO Feihu
(School of Civil Engineering, Xi’an Univ.of Arch.& Tech., Xi’an 710055, China)
关键词:
应县木塔; 倾斜; 扭转
Keywords:
Yingxian Wooden Pagoda;  tilt;  twist;  circular column;  square colum
分类号:
U366.2
DOI:
10.15986/j.1006-7930.2019.02.009
文献标志码:
A
摘要:
木塔辽代的典型代表，距今为解木塔的变形其修缮和保护科学依据，对木塔进行测进一步了木塔及平坐层整体倾斜和扭转，木塔二层三层进行重点分析。及分析结果表明：应县木塔二层明层及平坐层内外槽变形不协调，外槽变形较严重木塔二层明层外槽变形较大柱主要分布在西南、正南和东南方向，明层整体向东北方向倾斜。平坐层外槽变形较大柱主要分布在正西，西北和东北方向三层层与二层变形趋势，平坐层变形大于的二层趋势和二层相反；、明层方柱与圆柱连接不，两者变形不统一，方柱倾斜量圆柱；二、三层，四层五层变形较，向正北东北方向倾斜；二、层内槽扭转不一致，两层扭转趋势相反，而外槽扭转趋势基本一致均沿逆时针。
Abstract:
Yingxian Wooden Pagoda is a typical representative of the architectural style of Liao Dynasty, which is about 960 years ago. In order to solve the current deformation situation of Yingxian Wooden Pagoda to better repair and protection of wooden pagoda, spot deformation measurement test was made in the county Pagoda. Further analysis is made on the overall tilt and twist of the pagoda and the dark floor, and the second floor and the third floor of the wooden tower are analyzed emphatically. The following conclusions are drawn: the deformation of the inner and outer grooves of the second floors and the dark floors of the Yingxian Wooden Pagoda is not coordinated, and the deformation of the outer groove is serious; the columns of the second floor of the timber pagoda are mainly distributed in the southwest, the South and the southeast, and the second floors are inclined to the northeast. The large deformation columns in the outer groove of the dark floor are mainly distributed in the west, northwest and northeast. The deformation trend of the third floor and the second floor is basically the same, the deformation of the third floors is more than the corresponding two, the deformation trend is opposite to the second floor; the second and third floor square column is not tightly connected with the circular column, their deformation is not uniform and the square column is more tilted. Compared with the second and the third floors, the deformation of the fourth floor and the fifth floor is smaller and the whole is tilted to the north and the northeast. The torsional trend of the two or three inner grooves is polarized, and the torsional trend of the second inner grooves is opposite, but the torsional trend of the outer groove is basically the same, and the direction is all along the counter clockwise

参考文献/References:

References
[1] 梁思成.中国古建筑调查报告 [M]. (下)北京: 生活·读书·新知三联书店，2012.
LIANG Sicheng. China Ancient Building Survey Report [M]. (Bottom) Beijing: Life, Reading, and New Knowledge Sanlian Bookstore, 2012.
[2] 李世温，李庆玲.应县木塔[M].北京: 中国建筑工业出版社，2013.
LI Shiwen, Li Qingling. Ying County Wooden Pagoda [M]. Beijing: China Building Industry Press, 2013.
[3] 侯卫东，王林安，永昕群.应县木塔保护研究[M].北京: 文物出版社，2016.
HOU Weidong, Wang Linan, Yong Yiqun. Research on the protection of Yingxian wooden tower [M]. Beijing: Cultural Relics Publishing House, 2016.
[4] 陈明达.应县木塔[M].北京: 文物出版社，2001.
CHEN Mingda. Ying County Muta [M]. Beijing: Cultural Relics Publishing House, 2001.
[5]
WANG Lin’an, HOU Weidong, YONG Yiqun. Summary of monitoring and test analysis of wooden tower structure in Yingxian county[J]. Chinese Cultural Research,2012(03):62-67.
[6] 李铁英,魏剑伟,张善元,李世温.应县木塔实体结构的动态特性试验与分析[J].工程力学,2005, 22(1):141-146.
LI T Y, WEI J W, ZHANG S Y, et al. Experiment and analysis of vibration characteristics of Yingxian wooden tower[J]. Engineering Mechanics, 2005, 22(1):141-146.
[7] 陈志勇. 应县木塔典型节点及结构受力性能研究[D].哈尔滨工业大学,2011.
CHEN Zhiyong. Study on the mechanical behavior of typical nodes and structures of Yingxian wooden tower [D]. Harbin Institute of Technology, 2011.
[8] 陈志勇，祝恩淳，潘景龙. 应县木塔精细化结构建模及水平受力性能分析[J].建筑结构学报,2013,34(09):150-158.
CHEN Zhiyong, ZHU Enchun, PAN Jinglong. Modeling and Horizontal Stress Analysis of Fine Structure of Ying County Wooden Pagoda[J]. Journal of Building Structures, 2013, 34(09): 150-158.
[9] 李铁英,魏剑伟,张善元,李世温.高层古建筑木结构——应县木塔现状结构评价[J].土木工程学报,2005,(2):51-58.
LI Tieying, WEI Jianwei, ZHANG Shanyuan, LI Shiwen .Wood structure of high-rise ancient building—evaluation of present status of wooden tower in Yingxian County[J].China Civil Engineering Journal, 2005, 38(2):51-58.
[10] 李铁英.应县木塔现状结构残损要点及机理分析[D].太原理工大学,2004.
Li Tieying. Analysis of the Present Structural Damag es and Mechanisms of the Wooden Towers in Yingxian County[D]. Taiyuan University of Technology, 2004.
[11] 刘国梁.佛宫寺释迦塔现状测绘的控制测量[J].北京建筑工程学院学报,1995,(1):65-70.
Liu Guoliang.The Control Survey of the Present Mapping of Buddha’s Monastery in Buddha Temple[J].Journal of Beijing Institute of Civil Engineering and Architecture,1995, 11(1):65-70.
[12]金良生.山西应县佛宫寺释迦塔实测记[J].北京建筑工程学院学报,1995,(1):60-64.
Jin Liangsheng.Scientific Record of the Shijiata at the Buddha Palace in Yingxian County, Shanxi Province[J].Journal of Beijing Institute of Civil Engineering and Architecture,1995, 11(1):60-64.
[13] 魏剑伟,李铁英,张善元,李世温.应县木塔地基工程地质勘测与分析[J].工程地质学报,2003, 11(1):70-78.

相似文献/References:

[1]陈庆军,王永琦,汪洋,等.基于Revit及Revit API的应县木塔建模研究[J].西安建筑科技大学学报(自然科学版),2017,49(03):369.[doi:10.15986/j.1006-7930.2017.03.009]
　CHEN Qingjun,WANG Yongqi,WANG Yang,et al.Research on the modeling of Yingxian wooden tower based on revit and revit API[J].J. Xi’an Univ. of Arch. & Tech.(Natural Science Edition),2017,49(02):369.[doi:10.15986/j.1006-7930.2017.03.009]

备注/Memo

备注/Memo:
收稿日期：2018-06-27 修改稿日期：2019-03-20
基金项目：国家自然科学基金项目（51678478）
第一作者：薛建阳（1970-），男，工学博士，教授，主要从事钢与混凝土组合结构及古建筑结构的抗震研究。E-mail:jianyang_xue@163.com
更新日期/Last Update: 2019-05-23