Effect of axial force-to-moment ratio on rotational stiffness of 
double-node system for single-layer rectangular hollow 
section latticed shells

doi:10.14006/j.jzjgxb.2020.S2.0020

Effect of axial force-to-moment ratio on rotational stiffness of double-node system for single-layer rectangular hollow section latticed shells

WANG Ruhao, ZHAO Yang, ZHAN Benqiang

Journal of Building Structures ›› 2020, Vol. 41 ›› Issue (S2) : 172-179.

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Journal of Building Structures ›› 2020, Vol. 41 ›› Issue (S2) : 172-179. DOI: 10.14006/j.jzjgxb.2020.S2.0020

Metal structures

Effect of axial force-to-moment ratio on rotational stiffness of double-node system for single-layer rectangular hollow section latticed shells

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{{article.zuoZheEn_L}}. {{article.title_en}}[J]. Journal of Building Structures, 2020, 41(S2): 172-179. https://doi.org/10.14006/j.jzjgxb.2020.S2.0020

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