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    Carbon Fiber–Reinforced Polymer Reinforcement for Rotational Behavior of Bolted Glulam Beam-to-Column Connections 

    Source: Journal of Composites for Construction:;2017:;Volume ( 021 ):;issue: 003
    Author(s): Xiaobin Song; Yurong Ma; Xianglin Gu; Mingqian Wang
    Publisher: American Society of Civil Engineers
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    Rotational Behavior of Bolted Beam-to-Column Connections with Locally Cross-Laminated Glulam 

    Source: Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 004
    Author(s): Mingqian Wang; Xiaobin Song; Xianglin Gu; Yunfan Zhang; Lie Luo
    Publisher: American Society of Civil Engineers
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    Experimental and Numerical Study of Postfire Strengthening Methods for Fire-Damaged Two-Way Composite-Topped Precast Concrete Slabs 

    Source: Journal of Composites for Construction:;2022:;Volume ( 026 ):;issue: 006:;page 04022068
    Author(s): Zhuolin Wang; Mingqian Wang; Qingfeng Xu; Kent A. Harries; Jinzhi Dong; Lingzhu Chen
    Publisher: ASCE
    Abstract: The results of an experimental study of the flexural performance of full-scale, fire-damaged, two-way composite-topped precast concrete slabs with different postfire exposure-strengthening methods are presented. Four slabs ...
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    Numerical Simulation and Variability Analysis of Mechanical Behavior of Braced Glulam Frames 

    Source: Journal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 010:;page 04022169
    Author(s): Mingqian Wang; Xi Chen; Qingfeng Xu; Kent A. Harries; Yubing Leng; Lingzhu Chen
    Publisher: ASCE
    Abstract: This paper summarizes the results of a numerical simulation and subsequent variability analysis of the lateral load-resisting behavior of unbraced and chevron-braced glulam portal frames. Longitudinal tension/compression ...
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