Yongtao Bai
Yongtao Bai
Chongqing University; Leibniz Universität Hannover; RUB; XJTU; Kyoto U.; Kyushu U.
Verifierad e-postadress på cqu.edu.cn - Startsida
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Shear Behavior of Panel Zones in Steel Beam-to-Column Connections with Unequal Depth of Outer Annular Stiffener
B Mou, X Li, Y Bai, L Wang
Journal of Structural Engineering 145 (2), 04018247, 2018
Experimental investigation on shear behavior of steel beam-to-CFST column connections with irregular panel zone
B Mou, Y Bai
Engineering Structures 168, 487–504, 2018
Post-local buckling failure of slender and over-design circular CFT columns with high-strength materials
B Mou, Y Bai, V Patel
Engineering Structures 210, 110197, 2020
Ultra-high strength circular short CFST columns: Axisymmetric analysis, behaviour and design
VI Patel, MF Hassanein, HT Thai, H Al Abadi, M Elchalakani, Y Bai
Engineering Structures 179, 268-283, 2019
Prefabricated reinforced concrete-filled steel pipe sleeve joint
B Mou, C Zhang, X Lin, X Zheng, Y Bai, W Zhang, D Yu, S Yang
US Patent 10,167,623, 2019
Collapse analysis of high-rise steel moment frames incorporating deterioration effects of column axial force–bending moment interaction
Y Bai, Y Shi, K Deng
Engineering Structures 127, 402-415, 2016
Constitutive models for hollow steel tubes and concrete filled steel tubes considering the strength deterioration
Y Bai, A Kawano
Journal of Structural and Construction Engineering (Transaction of AIJ) 77 …, 2012
Macromodeling of crack damage in steel beams subjected to nonstationary low cycle fatigue
Y Bai, M Kurata, J Florez-Lopez, M Nakashima
Journal of Structural Engineering 142 (10), 04016076, 2016
Numerical evaluation on shear behavior of irregular steel beam-to-CFST column connections
B Mou, X Li, Y Bai, B He, VI Patel
Journal of Constructional Steel Research 148, 422–43, 2018
Numerical simulation on seismic collapse of thin-walled steel moment frames considering post local buckling behavior
Y Bai, X Lin
Thin-Walled Structures 94, 424-434, 2015
火电厂 RC 分散剪力墙-SRC 框排架滞回性能试验研究与分析/ Experimental study and analysis of the hysteretic behavior of the RC scattered shear wall-SRC frame-bent structures for …
白国良, 李红星, 白涌滔, 赵春莲
土木工程学报 / China Civil Engineering Journal 44 (008), 59-65, 2011
大型火电厂分散剪力墙-SRC 框排架结构抗震性能试验研究 / Experimental study on seismic behavior of scattered shear wall-SRC frame-bent structure in large-scale thermal power plant …
G Bai, Y Bai, H Li
工程力学 / Engineering Mechanics 28 (6), 74-80, 2011
Development of a damage model for assessing fracture failure of steel beam-to-column connections subjected to extremely low-cycle fatigue
Y Bai, S Guan, J Flórez-López
Engineering Failure Analysis 82, 823-834, 2017
Numerical modeling on post-local buckling behavior of circular and square concrete-filled steel tubular beam columns
Y Bai, X Lin, B Mou
International Journal of Steel Structures 16 (2), 531-546, 2016
Experimental investigation on seismic behavior of steel truss-RC column hybrid structure with steel diagonal braces
B Wang, H Dai, T Wu, G Bai, Y Bai
Applied Sciences 8 (1), 131, 2018
Seismic collapse analysis of high‐rise reinforced concrete frames under long‐period ground motions
Y Bai, S Guan, X Lin, B Mou
The Structural Design of Tall and Special Buildings, 2019
Pseudo-Dynamic and Quasi-Static Testing of an Irregular Steel Concrete Composite Frame with Wing Walls
Y Bai, G Bai
International Journal of Structural Stability and Dynamics 16 (2), 1450095-1 …, 2016
Bi-directional seismic behavior of steel beam-column connections with outer annular stiffener
Y Bai, S Wang, B Mou, Y Wang, KA Skalomenos
Engineering Structures 227, 111443, 2021
Accuracy verification based on experimental database on structural member components covering the post peak behaviour (reinforced concrete members and H-shaped steel members)
Y Bai, M Fujii, S Egashira, S Matsuo, A Kawano
Journal of Architectural and Urban Design, Kyushu University, 135-144, 2012
Finite element simulations of unequal-depth panel zones in steel beam-to-tubular column joints
B Mou, X Li, Y Bai, W Liu, H Jing
Journal of Constructional Steel Research 162, 105702, 2019
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