Research on Initial Force Determination and Mechanical Behaviors of Crossed Spoke Cable-Truss Structure-Reference-Cited by-同舟云学术

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Research on Initial Force Determination and Mechanical Behaviors of Crossed Spoke Cable-Truss Structure

Published:2023-10-26 Issue: Volume: Page:
ISSN:2228-6160
Container-title:Iranian Journal of Science and Technology, Transactions of Civil Engineering
language:en
Short-container-title:Iran J Sci Technol Trans Civ Eng

Author:

Lu Jian,Hu Jianhui,Dezhkam Majid

Funder

Mechanical performance and key technology of application on Large-span Crossover Cable Truss- Membrane Roof

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s40996-023-01258-9.pdf

Reference23 articles.

1. Calladine C (1978) Buckminster’s fuller tensegrity structures and Clerk Maxwell rules for the construction of stiff frames. Int J Solids Struct 14:161–172

2. Deng H, Zhang M, Liu H et al (2016) Numerical analysis of the pretension deviations of novel Crescent-shaped tensile canopy structural system. Eng Struct 119:24–33

3. Dong S, Zhu X, Tu Y et al (2019) Configuration, simplified calculation method and parameter sensitivity analysis on prestress distribution of honeycomb-type cable dome with two struts. J Build Struct 40(2):128–135 ((in Chinese))

4. Guo J, Jiang J (2016) An algorithm for calculating the feasible pre-stress of cable-struts structure. Eng Struct 118(1):228–239

5. Guo J, Yu Z, Mangalathu S et al (2021) Control equation of feasible pre-stresses and feasibility of new types of rotating surface cable domes. Eng Struct. https://doi.org/10.1016/j.engstruct.2021.113000

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