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Yong-Lin Pi

University of New South Wales
Guangzhou University
University of Sydney

228

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3902

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Nonlinear in-plane buckling of fixed shallow arches with an orthotropic thin-walled section under uniform radial and thermal loading

2021 Thin-walled Structures
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Flexural-torsional buckling of shear deformable steel circular arches under a central concentrated load in a thermal environment

2021 Engineering Structures
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Analytical and experimental studies on out-of-plane dynamic parametric instability of a circular arch under a vertical harmonic base excitation

2021 Journal of Sound and Vibration
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Elastic lateral-torsional instability of monosymmetric shear deformable fixed arches under a localized uniform radial load

2021 Thin-walled Structures
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Lateral-Torsional Buckling of Shear Deformable Monosymmetric Steel I-Section Arches with Elastic Rotational-End Restraints under a Central Concentrated Load

2021 Journal of Structural Engineering-asce
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Behaviour and design of spatial triple-truss-confined BRBs with a longitudinal shuttle shape

2020 Engineering Structures
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Exact solutions for second-order effect of imperfect beams and frames based on matrix structural analysis

2020 Structures
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Seismic performance of concrete-infilled double steel corrugated-plate walls: Experimental research

2020 Engineering Structures
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Closure to “Performance-Based Wind-Resistant Optimization Design for Tall Building Structures” by Ting Deng, Jiyang Fu, Qingxing Zheng, Jiurong Wu, and Yonglin Pi

2020 Journal of Structural Engineering-asce
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Experimental and numerical investigations onremaining strengths of damaged parabolic steel tubular arches

2020 Steel and Composite Structures
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