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刘小娟
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副教授
硕士生导师
- 性别：女
- 出生日期：1985-08-04
- 学历：博士研究生
- 学位：工学博士学位
- 入职时间：2017-01-11
- 办公地点：土木学科实验大楼505
- 电子邮箱：53c0be22ce6c26a6226524b087501a4edc1c5ffd921bc16c4e4945cded339690a255ecbd4baed8b491d5da0bc87238eb09230a91ea3f19a0a63c9a4b74b17c12a5af81af346484144f983c053fab146d4521bceb906df7e1d9c818122ae85f3db8eed7b8c9dfe82b7f4682f0254079c4350f871d4b1f939932f62eb4d297d40e
- 在职信息：在岗
访问量：
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[1][1] Behaviour of concrete-filled steel tubes with concrete imperfection under axial tension.Magazine of Concrete Research,https://doi.org/10.1680/jmacr.19.00306.
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[2][2] Performance-based performance index of corroded reinforced concrete beams.[J].Journal of Building Engineering,2021,34101940.
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[3][3] Flexural behavior of stone slabs strengthened with prestressed NSM steel wire ropes.[J].Engineering Structures,2020,222111046.
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[4][4] Seismic behaviour of ashlar stone masonry walls with enhanced mortar joints.[J].Proceedings of the Institution of Civil Engineers-Structures and Buildings,2019,172(7):469-479.
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[5][5] An innovative resilient rocking column with replaceable steel slit dampers: Experimental program on seismic performance. Engineering Structures.[J].Engineering Structures,2019,183830-840.
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[6][6] Experimental investigation on seismic performance of corroded reinforced concrete moment-resisting frames.[J].Engineering Structures,2017,153639-652.
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[7][7] Full-scale experimental study on masonry infilled RC moment-resisting frames under cyclic loads.[J].Engineering Structures,2015,91(5):70-84.
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[8][8] Seismic fragility assessment of RC frame-shear wall structures designed according to the current Chinese seismic design code.[J].Journal of Asian Architecture and Building Engineering,2015,14(5):459-466.
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[9][9] Performance-based seismic design principles and structural analysis of Shanghai Tower.[J].Advances in Structural Engineering,2014,17(4):513-527.
