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Yating Liang
Yating Liang
Verifierad e-postadress på glasgow.ac.uk
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Testing, numerical modelling and design of S690 high strength steel welded I-section stub columns
Y Sun, Y Liang, O Zhao
Journal of Constructional Steel Research 159, 521-533, 2019
812019
Elevated temperature material properties of a new high-chromium austenitic stainless steel
Y Liang, T Manninen, O Zhao, F Walport, L Gardner
Journal of Constructional Steel Research 152, 261-273, 2019
652019
Stainless steel channel sections under combined compression and minor axis bending–Part 1: Experimental study and numerical modelling
Y Liang, O Zhao, Y Long, L Gardner
Journal of Constructional Steel Research 152, 154-161, 2019
642019
Material properties and membrane residual stresses of S690 high strength steel welded I-sections after exposure to elevated temperatures
A Su, Y Sun, Y Liang, O Zhao
Thin-Walled Structures 152, 106723, 2020
602020
Press-braked S690 high strength steel equal-leg angle and plain channel section stub columns: Testing, numerical simulation and design
L Zhang, F Wang, Y Liang, O Zhao
Engineering Structures 201, 109764, 2019
582019
Flexural-torsional buckling behaviour of fixed-ended hot-rolled austenitic stainless steel equal-leg angle section columns
Y Liang, VVK Jeyapragasam, L Zhang, O Zhao
Journal of Constructional Steel Research 154, 43-54, 2019
552019
Experimental and numerical studies of S960 ultra-high strength steel welded I-section columns
A Su, Y Liang, O Zhao
Thin-Walled Structures 159, 107166, 2021
522021
In-plane bending behaviour and capacities of S690 high strength steel welded I-section beams
Y Sun, A He, Y Liang, O Zhao
Journal of Constructional Steel Research 162, 105741, 2019
482019
Experimental and numerical studies of austenitic stainless steel CHS stub columns after exposed to elevated temperatures
A He, Y Liang, O Zhao
Journal of Constructional Steel Research 154, 293-305, 2019
452019
Membrane residual stresses and local buckling of S960 ultra-high strength steel welded I-section stub columns
A Su, Y Sun, Y Liang, O Zhao
Thin-Walled Structures 161, 107497, 2021
402021
Behaviour and residual compression resistances of circular high strength concrete-filled stainless steel tube (HCFSST) stub columns after exposure to fire
A He, Y Liang, O Zhao
Engineering Structures 203, 109897, 2020
362020
Experimental and numerical investigations of circular recycled aggregate concrete-filled stainless steel tube columns
A He, A Su, Y Liang, O Zhao
Journal of Constructional Steel Research 179, 106566, 2021
352021
Flexural buckling behaviour and residual strengths of stainless steel CHS columns after exposure to fire
A He, HT Li, X Lan, Y Liang, O Zhao
Thin-Walled Structures 152, 106715, 2020
332020
Experimental and numerical investigations of hot-rolled austenitic stainless steel equal-leg angle sections
Y Sun, Z Liu, Y Liang, O Zhao
Thin-Walled Structures 144, 106225, 2019
322019
Stainless steel channel sections under combined compression and minor axis bending–Part 2: Parametric studies and design
Y Liang, O Zhao, Y Long, L Gardner
Journal of Constructional Steel Research 152, 162-172, 2019
302019
Flexural buckling behaviour and resistances of circular high strength concrete-filled stainless steel tube columns
A He, Y Liang, O Zhao
Engineering Structures 219, 110893, 2020
262020
Experimental and numerical studies of S960 ultra-high strength steel welded I-sections under combined compression and minor-axis bending
A Su, Y Sun, Y Liang, O Zhao
Engineering Structures 243, 112675, 2021
252021
Minor-axis flexural buckling behaviour and resistances of pin-ended S690 high strength steel welded I-section columns
Y Sun, Y Liang, O Zhao
Thin-Walled Structures 156, 106980, 2020
252020
Experimental and numerical studies of press-braked S690 high strength steel channel section beams
L Zhang, F Wang, Y Liang, O Zhao
Thin-Walled Structures 148, 106499, 2020
242020
Post-fire behaviour and resistances of S690 high strength steel welded I-section stub columns
A Su, K Jiang, Y Liang, O Zhao
Thin-Walled Structures 169, 108422, 2021
232021
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Artiklar 1–20