MECHANICS EMULATION AND ANALYSIS OF THE HESHI STUPA OF FAMEN TEMPLE DURING THE CONSTRUCTION PROCESS

Zheng Jiang; Hao Jiping; Li Cunliang; Yang Xiaoli; Wang Xiantie; Liu Shaowen

doi:10.13204/j.gyjz200910022

Volume 39 Issue 10

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(10): 90-95

Zhang Xiangdong, Liu Jiashun, Zhang Zhecheng. EXPERIMENTAL STUDY ON STRUCTURAL PARAMETERS OF FUXIN AEOLIAN SOIL UNDER DYNAMIC LOADS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 83-89. doi: 10.13204/j.gyjz201308018

Citation:

Zheng Jiang, Hao Jiping, Li Cunliang, Yang Xiaoli, Wang Xiantie, Liu Shaowen. MECHANICS EMULATION AND ANALYSIS OF THE HESHI STUPA OF FAMEN TEMPLE DURING THE CONSTRUCTION PROCESS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(10): 90-95. doi: 10.13204/j.gyjz200910022

Citation:

PDF( 0 KB)

MECHANICS EMULATION AND ANALYSIS OF THE HESHI STUPA OF FAMEN TEMPLE DURING THE CONSTRUCTION PROCESS

doi: 10.13204/j.gyjz200910022

1.
1. Xi’an University of Architecture and Technology,Xi’an 710055,China;
2.
2. Shanxi Mechanical Engineering Construction Company,Xi’an 710032,China;
3.
3. China New Era International Engineering Coporation,Xi’an 710054,China

Received Date: 2009-01-08
Publish Date: 2009-10-20

Abstract

Abstract

The Heshi Stupa of Famen Temple consists of two towers leaning 36 of verticality in one direction.The two towers have the architectural characteristics of bending shape in space and a Xuyuan Bridge joining two leaning towers at the top.During the construction process of this complex structure different construction procedures will lead to different internal force and deformation distribution.There is a great difference in internal force and deformation distribution between the designed model and the step-by-step construction process,which should be considered in the structural design and construction.It is necessary to analyze the construction procedures in order to make reasonable construction measures and guarantee the safety of structure during the construction and let the internal force and deformation of the completed structure meet the requirements by designers.It is adopted nonlinear finite element method and considered all kinds of factors during the construction to analyze the construction procedures according to the real construction process in order to find the actual internal force and deformation and determine reasonable construction measures.Lots of results have been obtained as guidelines in theory for the design and construction.
- The Heshi Stupa of Famen Temple,
- construction process,
- mechanical emulation,
- internal force,
- deformation

FullText(HTML)

References(6)

References

[2] 郭彦林,董全利,邓科.大型复杂钢结构施工过程模拟分析及研究[C]//第五届现代结构工程学术研讨会论文集,2005:291-297.

刘学武,郭彦林,张庆林,等.CCTV新台址主楼施工过程结构内力和变形分析[J].工业建筑,2007,37(9):22-29.

[3] 郭彦林,刘学武.大型复杂钢结构施工力学问题及分析方法[J].工业建筑,2007,37(9):1-8.

[4] 曹志远.土木工程分析的施工力学与时变力学基础[J].土木工程学报,2001,34(3):41-46.

[5] 刘学武,郭彦林.钢结构施工变形预调值及分析方法[J].工业建筑,2007,37(9):9-15.

[6] 郭彦林,刘学武,刘禄宇,等.CCTV新台址主楼钢结构施工变形预调值计算的分阶段综合迭代法[J].工业建筑,2007,37(9):16-21.

Relative Articles

[1]	GUO Xiaosong, ZOU Chunxia, XUE Huijun, XU Deru, SUN Haoran, DING Feng. Mechanical Properties and Pore Characteristic of Alkali-Activated Aeolian Sand Concrete[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(11): 162-168. doi: 10.13204/j.gyjzG20122906
[2]	MIN Guangyun, LIU Xiaohui, ZHOU Xiaohui, CAI Mengqi, YI Hangyu. PARAMETRIC VIBRATION MODELING AND RESONANCE ANALYSIS FOR TENSION SUSPENSION CABLE UNDER HORIZONTAL MOVABLE BOUNDARY[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(4): 99-104. doi: 10.13204/j.gyjzG20030204
[3]	XIAO Hao, WEN Shujie, SUN Zili, YAO Wei. EXPERIMENTAL STUDY OF DYNAMIC STRENGTH CHARACTERISTICS FOR RED SANDSTONE WEATHERED SOIL UNDER CYCLIC LOADING[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(4): 49-53. doi: 10.13204/j.gyjz202004009
[7]	Wei Bingxu, Liu Bin, Ouyang Yunqing, Liu Xiong. THE EFFECT OF DRYING-WETTING CYCLES ON EXPANSIVE SOIL STRUCTURE AND ITS INDUCED VARIATIONS IN STRENGTH[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(8): 99-103. doi: 10.13204/j.gyjz201508018
[8]	Cui Zizhi, Zhang Qun, Wang Xiaoyun. INFLUENCE OF CaCl₂ ON STRUCTURAL PROPERTY OF COLLAPSIBLE LOESS IN NINGXIA[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(7): 65-67,75. doi: 10.13204/j.gyjz201307015
[9]	Yang Aiwu, Yan Shuwang, Du Dongju. STUDY ON RHEOLOGICAL DIACHRONIC PROPERTY CONSIDERING STRUCTURAL CHARACTERISTICS OF SOFT DREDGER FILL[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(6): 106-111,37. doi: 10.13204/j.gyjz201206023
[10]	Yao Yangping, Yu Yani. STRESS-STRAIN RELATIONSHIP FOR STRUCTURAL LOOSE SAND BASED ON UNIFIED HARDENING MODEL[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(9): 30-34,55. doi: 10.13204/j.gyjz201109006
[11]	Yao Yangping. UNIFIED HARDENING MODEL FOR SOILS AND ITS DEVELOPMENT[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 1-5. doi: 10.13204/j.gyjz200808001
[12]	Hou Wei, Yao Yangping, Niu Lei. UNIFIED HARDENING MODEL FOR STRUCTURALLY OVER-CONSOLIDATED CLAYS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 14-16,58. doi: 10.13204/j.gyjz200808004
[13]	Liu Yonghai, Zhu Xiangrong, Wu Jian, Chang Linyue. GENETIC ANALYSIS OF SOFT SOIL STRUCTURE AND EXPERIMENT ON ITS INFLUENCE ON ENGINEERING PROPERTIES IN NINGBO AREA[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(3): 68-71114. doi: 10.13204/j.gyjz200803019
[14]	Jia Bin, Wang Ru-heng. DYNAMIC CHARACTERISTICS OF SANDY PEBBLE SOIL[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 71-73,39. doi: 10.13204/j.gyjz200605019
[15]	Wu Huaizhong, Wang Ruheng, Guo Wen, Chu Wenrong. STUDY ON THE DYNAMIC STRENGTH AND MODULUS OF SANDY PEBBLE SOIL[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(9): 50-52.
[16]	He Xuejun, Zhou Chaoyang, He Wenzhong. RESEARCH INTO EFFECT OF CONCRETE STRENGTH DEFICIENCY ON STRUCTURAL BEHAVIOR[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(9): 47-50. doi: 10.13204/j.gyjz200409014