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

Zhao Yana, Yu Zhixiang, Zhao Shichun. STUDY ON MECHANICAL PROPERTIES OF LARGE STEEL UNDERPINNING TRUSS-STCC JOINT[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 90-94. doi: 10.13204/j.gyjz201110022

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

Zhao Yana, Yu Zhixiang, Zhao Shichun. STUDY ON MECHANICAL PROPERTIES OF LARGE STEEL UNDERPINNING TRUSS-STCC JOINT[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 90-94. doi: 10.13204/j.gyjz201110022

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]	LI Qi, WU Songfeng, YU Wenjie. Numerical Simulations for Force and Deformation of Utility Tunnels over a Ground Fissure[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(7): 202-209. doi: 10.3724/j.gyjzG23061309
[2]	WANG Xin, HUANG Leiqun, QIN Weiheng, LIAO Haoyu, CHEN Zongping. Experimental Study on Mechanical Properties of Hybrid Fiber-Reinforced Manufactured Sand Concrete[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(7): 199-208. doi: 10.13204/j.gyjzG22052305
[3]	CHEN Tao, JIN Chenhua, ZHANG Ke, DIAO Zhiwei, WU Chang, MENG Shaoping. Calculation of Effective Axial Stiffness of Cracked Reinforced Concrete Tension-Flexure Members Under Temperature Reduction[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(6): 100-104,74. doi: 10.13204/j.gyjzG21120701
[4]	ZHANG Hao, ZHAO Xin, LI Ang, XIE Kun, LI Pan, NIU Yongzhe. Deformation Characteristics and Treatment Plan of Zhengjiayuan Tunnel-Landslide Oblique System[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(10): 182-188. doi: 10.13204/j.gyjzG22062717
[5]	ZHAO Yang, ZHANG Yu, LIU Jin, MENG Tianyi, LI Baoping, CHEN Jingru, PING Gaoquan. NONLINEAR DEFORMATION OF INTACT LOESS AFTER BEING SUBJECTED TO FREEZE-THAW CYCLES IN THE PLANE STRAIN CONDITION[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(10): 157-162. doi: 10.13204/j.gyjzg20102803
[6]	YU Feng, LI Xu, LI Dongang. A STRESS-STRAIN RELATION OF JOINTS CONNECTING CONCRETE-FILLED PVC TUBE COLUMNS WITH CORE STEEL TUBES WRAPPED WITH CFRP STRIPS AND REINFORCED CONNCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(11): 178-185. doi: 10.13204/j.gyjzG21032205
[7]	HUANG, Junbo, NING, Baokuan. ANALYSIS OF FREEZE-THAW DETERIORATION AND DAMAGE CHARACTERISTICS OF EXISTING CRACKED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 142-147. doi: 10.13204/j.gyjz202001023
[8]	Lei Bing, Song Yupu. FATIGUE PERFORMANCE SIMULATION OF PARTIALLY PRESTRESSED CONCRETE BEAMS BASED ON ANSYS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 71-76,143. doi: 10.13204/j.gyjz201309013
[9]	Li Kaiwen. SCHEME COMPARISON AND SELECTION OF BONDING STEEL AND CFRP CONCRETE FRAME JOINT CONTINUED PROJECTS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(3): 147-153,163. doi: 10.13204/j.gyjz201203031
[10]	Chen Changhong, Huang Ying, Shan Jian. THE PRE- TWISTED THIN- WALLED BEAM ELEMENT STIFFNESS MATRIX CONSIDERING THE SAINT- VENANT WARPING DEFORMATION[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(4): 60-64. doi: 10.13204/j.gyjz201204013
[11]	Li Ke, Chen Guoping, Tang Lan. ANALYSIS OF SEISMIC BEHAVIORS OF THE MASONRY-CONCRETE TUBE COMPOSITE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(4): 34-37. doi: 10.13204/j.gyjz201104008
[12]	Li Zhenyu, Chen Zhihua, Rong Bin, Liu Xiliang. RESEARCH ON CRISSCROSS COMBINED COLUMN OF CONCRETE-FILLED SQUARE TUBES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 31-35,50. doi: 10.13204/j.gyjz200708009
[13]	Huang Silin, Liang Xingwen, Yang Kejia. SIMULATION ANALYSIS ON BASIC BEHAVIOR OF HIGH?STRENGTH CONCRETE SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(3): 38-41,71. doi: 10.13204/j.gyjz200703011
[14]	Wang Qiongmei, Wang Gang, Xu Shufang. AN EXPERIMENTAL STUDY ON THE ASEISMIC BEHAVIOR OF RC HOLLOW SHEAR WALL WITH FLANGE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 20-23. doi: 10.13204/j.gyjz200602006
[15]	Zheng Yong-qian, Yang You-fu, Han Lin-hai. ANALYSIS OF THE THERMAL FIELD OF STEEL-CONCRETE COMPOSITE COLUMNS USING ANSYS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 74-77. doi: 10.13204/j.gyjz200608023
[16]	Chen Limin, Chen Sizuo. NUMERICAL ANALYSIS AND EXPERIMENTAL STUDY ON LOCAL STABILITY OF CYLINDRICAL SHELL UNDER AXIAL LOADS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 69-72. doi: 10.13204/j.gyjz200510021
[17]	Wang Xin, Li Gang, Sheng Qinzhu, Lu Zhoudao. FINITE ELEMENT ANALYSIS OF THE FLY ASH BLOCK WALLS STRENGTHENED BY GLASS FIBER REINFORCED PLASTICS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(7): 96-98. doi: 10.13204/j.gyjz200507028
[18]	Su Guozhu, Wang Yonghuan, Xu Haixiang, Xu Qing. STRUCTURAL OPTIMUM DESIGN OF ALLOTYPE HIGH TOWER[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 57-59,68. doi: 10.13204/j.gyjz200502016
[19]	Yang Weizhong, Wang Bo. A STOCHASTIC DAMAGE CONSTITUTIONAL MODEL AND ITS APPLICATION TO UNIAXIAL TENSILE BEHAVIOR OF CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(10): 50-52,43. doi: 10.13204/j.gyjz200410015
[20]	Lai Wenhui, Pan Jinglong, Jin Xinan. COMPRESSIVE STRESS-STRAIN BEHAVIOR OF CONCRETE CONFINED BY FIBER REINFORCED POLYMER[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(10): 81-84. doi: 10.13204/j.gyjz200410024