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Equivalent study on stiffness of space truss structure
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Kang WANG1, Xiuli WANG1, 2, Jinzhou WANG3, Yanyan LI3, Zhiping YIN1
Journal of Vibration Engineering | 2025, 38(5) : 931 - 940
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Journal of Vibration Engineering | 2025, 38(5): 931-940
Equivalent study on stiffness of space truss structure
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Kang WANG1, Xiuli WANG1, 2, Jinzhou WANG3, Yanyan LI3, Zhiping YIN1
Affiliations
  • 1.School of Civil Engineering,Lanzhou Univestity of Technology,Lanzhou 730050,China
  • 2.Western Engineering Research Center of Disaster Mitigation in Civil Engineering of Ministry of Education,Lanzhou Univestity of Technology,Lanzhou 730050,China
  • 3.Gansu Construction Supervision Co.,Ltd.,Lanzhou 730070,China
Published: 2025-05-10 doi: 10.16385/j.cnki.issn.1004-4523.2025.05.005
Outline
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To solve the problem of a lack of theoretical guidance in the simplification process of space pipe truss structure, the equivalent bending moment of inertia of space pipe truss structure was deduced by using the knowledge of material mechanics, and the corresponding calculation formula was put forward. Based on the principle of equal torsional strain energy, the formulas for calculating the equivalent thin plate thickness of the web members and the top and bottom lateral bracing of the pipe truss were derived, and the continuous equivalent section was constructed. The formula for calculating the equivalent torsional moment of inertia of the space pipe truss structure was proposed by using the thin-walled bar theory. The cantilever method was used to verify the accuracy of the calculation formula of equivalent moment of inertia. The equivalent analysis of the tennis court of Lanzhou Olympic Sports Center was carried out. The results show that the formula for calculating the equivalent moment of inertia is reasonable, and its error is within 4% compared with that of the cantilever method. Under the action of deadweight, the errors of the maximum displacement value and the maximum stress value between the original structure and the simplified structure of the tennis court are less than 9%. The vibration modes of the first five steps of the original structure are similar to those of the simplified structure, and their errors of the natural frequency are less than 4%, so the simplified structure has high accuracy.

space pipe truss structure  /  equivalent moment of inertia  /  torsional strain energy  /  model simplification  /  equivalent analysis
Kang WANG, Xiuli WANG, Jinzhou WANG, Yanyan LI, Zhiping YIN. Equivalent study on stiffness of space truss structure[J]. Journal of Vibration Engineering, 2025 , 38 (5) : 931 -940 . DOI: 10.16385/j.cnki.issn.1004-4523.2025.05.005
Year 2025 volume 38 Issue 5
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Article Info
doi: 10.16385/j.cnki.issn.1004-4523.2025.05.005
  • Receive Date:2023-03-23
  • Online Date:2026-02-12
  • Published:2025-05-10
Article Data
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History
  • Received:2023-03-23
  • Revised:2023-07-03
Funding
Affiliations
    1.School of Civil Engineering,Lanzhou Univestity of Technology,Lanzhou 730050,China
    2.Western Engineering Research Center of Disaster Mitigation in Civil Engineering of Ministry of Education,Lanzhou Univestity of Technology,Lanzhou 730050,China
    3.Gansu Construction Supervision Co.,Ltd.,Lanzhou 730070,China
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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