STUDY ON DYNAMIC CHARACTERISTICS OF CABLE-SUPPORTED LATTICE SHELLS

Li Yong-mei; Zhang Yi-gang

doi:10.13204/j.gyjz200605022

Volume 36 Issue 5

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(5): 83-86,122

Li Yi, Zhao Wen, Yan Yunqi. METHOD OF CONTINUAL ANALYSIS FOR SYSTEM RELIABILITY[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 26-28,39. doi: 10.13204/j.gyjz200510009

Citation:

Li Yong-mei, Zhang Yi-gang. STUDY ON DYNAMIC CHARACTERISTICS OF CABLE-SUPPORTED LATTICE SHELLS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 83-86,122. doi: 10.13204/j.gyjz200605022

Li Yi, Zhao Wen, Yan Yunqi. METHOD OF CONTINUAL ANALYSIS FOR SYSTEM RELIABILITY[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 26-28,39. doi: 10.13204/j.gyjz200510009

Citation:

Li Yong-mei, Zhang Yi-gang. STUDY ON DYNAMIC CHARACTERISTICS OF CABLE-SUPPORTED LATTICE SHELLS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 83-86,122. doi: 10.13204/j.gyjz200605022

PDF( 0 KB)

STUDY ON DYNAMIC CHARACTERISTICS OF CABLE-SUPPORTED LATTICE SHELLS

doi: 10.13204/j.gyjz200605022

1.
College of Architectural Engineering,Beijing University of Technology Beijing 100022

Received Date: 2005-12-25
Publish Date: 2006-05-20

Abstract

Abstract

Cable-supported lattice shells are the reasonable and novel type of long-span hybrid spatial structures consisted of single-layer spherical lattice shells and tensegrity systems got rid of cables located at the upper layer.Based on the variation with the structural and geometric parameters for a real engineering,dynamic characteristics for a cable-supported lattice shell is studied with the block Lanczos method by means of the finite element model combined with beam elements,truss elements and cable elements.The results are valuable in view of the dynamic response research on seismic and wind vibration and the engineering design of cable-supported lattice shells.
- cable-supported lattice shell,
- single layer spherical lattice shell,
- dynamic characteristics

FullText(HTML)

References(2)

References

李永梅, 张毅刚. 新型索承网壳结构静力、稳定性分析, 空间结构,2003, 9(1)

沈世钊, 徐崇宝, 赵臣. 悬索结构设计. 北京: 中国建筑工业出版社, 1997

Relative Articles

[1]	ZHOU Wansen, ZHONG Jufang, ZHANG Yanhong, HU Xiao. Research on Time-Frequency Parameter Prediction Models of Ground Motion[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(12): 177-185. doi: 10.3724/j.gyjzG22110105
[2]	SUN Xiaoyun, HUANG Linjie, ZENG Bin, SHI Zheng, XIE Qin. Analysis of Seismic Performance of Self-Centering Concrete Frame Structures Characterized by Low Prestressing and Slope Friction[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(10): 38-45. doi: 10.3724/j.gyjzG24091003
[3]	SUI Weining, MA Yong, YANG Haitao, WU Jinguo. Experimental Study on Mechanical Properties of a New Connection Joint Between PC External Wall Panel and Steel Frame with Frictional Energy Dissipation[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(5): 109-117. doi: 10.13204/j.gyjzG22011501
[4]	LIU Hang, LI Mu, YANG Xuezhong, HAN Mingjie, TIAN Yuji. Experimental Research on Seismic Performance of Self-centering Prefabricated RC Frame Structures[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(1): 65-73. doi: 10.13204/j.gyjzG21062601
[5]	HUANG Linjie, ZENG Bin, ZHOU Zhen, ZHANG Wenqing, SANG Chenxu, ZHANG Jingru. Influence of Joint Stiffness After Gap Opening on Seismic Performance of Self-Centering Prestressed Concrete Frames with Variable Friction Dampers[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(12): 88-93. doi: 10.13204/j.gyjzG22072916
[6]	CHANG Zhaoqun, LIU Boquan, HAN Meng, BAI Tao, XING Guohua, WANG Shuangbing. DESIGN AND NUMERICAL ANALYSIS OF AN INNOVATIVE SELF-CENTERING FRICTION DAMPER[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(9): 138-142,221. doi: 10.13204/j.gyjzG20080402
[7]	HUANG Ming, LIU Ye, DING Yi, LYU Qingfang. EXPERIMENTAL RESEARCH ON SELF-CENTERING CLB ROCKING WALL EQUIPPED WITH CFD[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(10): 40-46,61. doi: 10.13204/j.gyjzG21042509
[8]	HAN Tengfei, XU Gang, LI Liang, LI Xiaodong, XI Xiangdong. RESEARCH AND APPLICATION OF SHEAR RESISTANCE OF FRICTION CONNECTION WITH HIGH STRENGTH BOLTS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(11): 133-136. doi: 10.13204/j.gyjzG201909120001
[9]	HUANG, Linjie, ZHOU, Zhen. INVESTIGATION ON INFLUENCE OF INFILL WALLS ON HIGHER MODE EFFECT OF SELF-CENTERING PRESTRESSED CONCRETE FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 34-39. doi: 10.13204/j.gyjz202001007
[10]	MENG, Shaoping, CAI, Xiaoning. RESEARCH PROGRESS ON PRESTRESSED SELF-RESETTING CONCRETE FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 1-6. doi: 10.13204/j.gyjz202001001
[11]	MA, Junfeng, ZHOU, Zhen. HYSTERICAL BEHAVIOR OF AN UPPER-BOTTOM FRICTION DAMPER SELF-CENTERING PRESTRESSED CONCRETE BEAM-COLUMN CONNECTION WITH HIDDEN CORBEL[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 16-21,124. doi: 10.13204/j.gyjz202001004
[14]	Liu Pengfei, Zhao Qilin, Jiang Kebin, Gao Hesheng. THEORETIC RESEARCH ON FRICTION LOSS OF PRE-STRESS IN LARGE-SPAN CONCRETE BRIDGE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 64-67. doi: 10.13204/j.gyjz201110016
[15]	Wu Yingjun, Chen Zhihua, LüQing. RESEARCH AND APPLICATION OF ROLL CABLE-STRUT JOINT IN SUSPEND-DOME[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(8): 27-29,34. doi: 10.13204/j.gyjz201008007
[16]	Wu Zhuanqin, Zeng Zhaobo, Shang Renjie, Liu Jingliang. EXPERIMENTAL STUDY ON FRICTION COEFFICIENT OF RETARD-BONDED PRESTRESSING STRAND[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 20-23. doi: 10.13204/j.gyjz200811006
[17]	Cai Jiangyong. IMPROVING SUGGESTION ON CALCULATION METHOD OF FRICTION LOSS IN PRESTRESSED CONCRETE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(4): 94-95,75. doi: 10.13204/j.gyjz200404029