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    Improved Form-Finding of Tensegrity Structures Using Blocks of Symmetry-Adapted Force Density Matrix 

    Source: Journal of Structural Engineering:;2018:;Volume ( 144 ):;issue: 010
    Author(s): Chen Yao;Sun Qiuzhi;Feng Jian
    Publisher: American Society of Civil Engineers
    Abstract: Form-finding analysis is very important for developing innovative tensegrity structures. Nevertheless, it is frequently difficult to determine simultaneously the prestress mode and the exact nodal coordinates for a given ...
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    Structural Response and Residual Capacity of S700 High-Strength Steel CHS Columns after Exposure to Elevated Temperatures 

    Source: Journal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 006:;page 04022050
    Author(s): Yukai Zhong; Yao Sun; Ou Zhao; Leroy Gardner
    Publisher: ASCE
    Abstract: The structural behavior and residual capacity of S700 high-strength steel circular hollow section (CHS) columns after exposure to elevated temperatures were studied through testing and numerical modeling. The testing program ...
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    Local Stability of Laser-Welded Stainless-Steel T-Section Stub Columns 

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 007:;page 04024062-1
    Author(s): Hongdong Ran; Jing Ma; Xiangrong Chen; Yao Sun; Michaela Gkantou; Daniel McCrum
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents experimental and numerical studies on the local stability and compression resistances of laser-welded stainless-steel T-section stub columns. A testing program was first conducted, including material ...
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    Experimental and Numerical Investigations of S690 High-Strength Steel Welded I-Sections under Combined Compression and Bending 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 005:;page 04021054-1
    Author(s): Yao Sun; Yating Liang; Ou Zhao; Ben Young
    Publisher: ASCE
    Abstract: This paper presents a comprehensive experimental and numerical investigation into the cross-section behavior and resistances of S690 high-strength steel welded I-sections under combined compression and bending moment. ...
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