神州娱乐城

黄子睿

博士研究生

通讯方式:[email protected]

研究方向:

生物质结构材及生物制造

绿色建筑及减碳技术

海洋工程及岛礁建设

重型木结构构件长期性能研究

正交胶合木构件及耗能节点设计

多高层建筑结构加固与改造

办公地点:神州娱乐城1311

 

 

个人简介

黄子睿,工学博士,副研究员,硕士生导师,江苏省土木建筑学会建筑结构与工业化建筑专业委员会委员、江苏省土木建筑学会生物质材料与结构专业委员会委员,2020年12月毕业于神州娱乐城土木工程专业,获工学博士学位。2018年1月至2019年1月获国家留学基金委资助,赴加拿大阿尔伯塔大学(University of Alberta)联合培养,合作导师Chui Ying-Hei院士。2021年1月起就职于神州娱乐城「中国」官方网站。

学术兼职

1、江苏省土木建筑学会建筑结构与工业化建筑专业委员会委员

2、江苏省土木建筑学会生物质材料与结构专业委员会委员

3、Engineering Structrues审稿人

科研、教改项目

主要从事生物质结构材及生物建造、绿色建筑及减碳技术、海洋工程及岛礁建设等科学研究。主持国家自然科学基金项目1项、面上项目1项,中国-巴基斯坦重大基础设施智慧防灾“一带一路”联合实验室开放课题等多项横向课题,参与多项科技支撑计划项目及国家自然科学基金项目,设计了多项多高层建筑结构改造加固项目。现发表论文20余篇,授权发明专利4项,参编国内外标准3部,参与编著1部。



论文和专著

代表性论文

[1] Huang Zirui*, Huang Dongsheng, Liu Yanan, Shen Yurong, Guan Qingsong. Study on the creep behavior of laminated veneer bamboo under constant ambient temperature and humidity using time-stress stress superposition principle. Structures, 2025, 79: 109405.

[2] Huang Zirui*, Huang Dongsheng, Shen Yurong, Chui Ying-Hei. A simplified method to determine the load-bearing capacity of CLT panels under the axially compressive load parallel to the longitudinal laminations. Structures, 2025, 77: 109165.

[3] Huang Zirui*, Bian Yuling, Ni Chun. A rolling shear analysis-based method for determining the apparent stiffness and bending capacity of CLT panel under out-of-plane load. Journal of Wood Science, 2024, 70(1): 8.

[4] Huang Zirui*, Huang Dongsheng, Chui Ying-Hei, Chen Zhongfan. A layered beam-based model for analyzing the stress of rolling shear for the cross-laminated timber panels under out-of-plane bending[J]. Engineering Structures, 2023, 289: 116290.

[5] Huang Zirui*, Jiang Lingyun, Ni Chun, Chen Zhongfan. The appropriacy of the analytical models for calculating the shear capacity of cross-laminated timber (CLT) under out-of-plane bending[J]. Journal of Wood Science, 2023, 69: 14.

[6] Huang Zirui,  Huang Dongsheng, Chui Ying-Hei,  Shen Yurong, Daneshvar Hossein , Sheng Baolu, Chen Zhongfan. Modeling of Cross-

Laminated Timber (CLT) panels loaded with combined out-of-plane bending and compression[J]. Engineering Structures, 2022, 250:113335.

[7] Huang Zirui, Huang Dongsheng, Chui Ying-Hei, Chen Zhongfan. A bi-linear cohesive law-based model for Mode II fracture analysis: Application to ENF test for unidirectional fibrous composites[J]. Engineering Fracture Mechanics, 2019, 213: 131-141.

[8] Huang Zirui, Chen Zhongfan, Huang Dongsheng, Chui Ying-Hei. Cyclic loading behavior of an innovative semi-rigid connection for 

engineered bamboo-steel hybrid frames[J]. Journal of Building Engineering, 2019, 24.

[9] HuangZirui, Chen Zhongfan, Huang Dongsheng, Zhou Aiping. The ultimate load-carrying capacity and deformation of laminated bamboo hollow decks: Experimental investigation and inelastic analysis[J]. Construction and Building Materials, 2016, 117: 190-197.

[10] HuangZirui, Chen Zhongfan, Huang Dongsheng, Chui Ying-Hei, Bian Yuling. An Inelastic Model for Analyzing Intermediately Slender 

Engineered Bamboo/Wood Columns Subjected to Biaxial Bending and Compression[J]. BioResources, 2018, 13(2): 2814-2833.

[11] Shen Yurong, Huang Zirui, Daneshvar Hossein, Chui Ying-Hei, Huang Dongsheng. Experimental study of CLT panels under combined out-of-plane bending and compression[J]. Engineering Structures, 2023, 275: 115262.

[12] Liu Yanyan, Huang Zirui, Sheng Baolu, Wang Wendao, Zhang Kun. Experimental characterization of creep behavior of laminated bamboo composites based on stepped isothermal method[J]. Polymer Composites, 2023.

[13] Zhou Aiping, Huang Zirui, Shen Yurong, Huang Dongsheng, Xu Jianuo. Experimental Investigation of Mode-I Fracture Properties of Parallel Strand Bamboo Composite[J]. BioResources, 2018, 13(2): 3905-3921.

[14] 黄子睿*, 陈忠范, 黄东升, 何敏娟. 工程竹结构设计非弹性方法综述[J]. 建筑结构, 2021, 51(9): 114-119.


标准规范

[1] 国家林业和草原局,《重型包装用竹木复合单板层积材》,LY/T 3454—2025, 国家林业行业标准.

[2] 中国工程建设标准化协会,《工程竹材》, T/CECS 10138-2021,  团体标准.

[3] Bamboo Structures — Engineered bamboo products composites — Evaluation requirements, ISO TC 165/SC/WG.


主要著作

《工业化村镇建筑》, 神州娱乐城出版社.




专利、软件著作权

授权发明专利

[1] 一种基于滚剪效应的正交胶合木受弯构件承载力计算方法, 2023104846850.

[2] 应用于新型耗能节点的简化三折线恢复力计算方法,  No. ZL201910043964.7.

[3]一种装配式钢-竹组合半刚性消能节点框架, No. ZL201910637392.5.

[4] 预制空心竹楼板及制备方法, No. ZL201610085742.8.




指导学生

指导硕士研究生2人;

全过程指导硕士研究生1人;

协助指导博士生1人,硕士研究生2人


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