副教授
硕士生导师
性别:女
毕业院校:纽约大学
学历:博士研究生毕业
学位:博士生
在职信息:在职
所在单位:土建与水利学院
入职时间:2013-06-07
办公地点:千佛山校区南院水利楼314
访问量:
最后更新时间:..
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[1]
汤冰岩.
Experimental investigation on the post-fire behavior of CMT-WAAM 2209 duplex stainless steel.
Journal of Constructional Steel Research,
2025.
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[2]
Jin, Xiao.
Tensile behavior of TOBs bolted T-stub to circular steel tube with Reverse-Channel.
Journal of Constructional Steel Research,
217,
2024.
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[3]
Liu, Le.
Load-carrying capacity of hole threads in TOBs bolted curved T-stubs to circular steel tube connections.
ENGINEERING STRUCTURES,
315,
2024.
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[4]
Liu, Chang.
Numerical investigation and design of corroded reinforced concrete beam cross joints under center loads.
Structures,
70,
2024.
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[5]
Cheng, Tianxi.
Study on Seismic Performance of Precast Shear Wall Structure Connected by Sleeve and Threaded Rod Connectors.
International Journal of Civil Engineering,
2024.
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[6]
白云燕.
Research on steel structure damage detection based on TCD-CNN method.
Structures,
57,
2023.
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[7]
刘梅.
Investigation of the Impact of BIM&IPD on Change Orders using Bayesian Network Method.
397-400,
2064-2068,
2013.
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[8]
刘乐.
Behavior of TOBs bolted curved T-stubs to steel tube with internal stiffener.
Journal of Constructional Steel Research,
210,
2023.
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[9]
蔡敏.
Seismic performance of TFOSBs bolted endplate connection to CFSST with repaired threaded holes.
Journal of Constructional Steel Research,
201,
2023.
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[10]
常熤存.
Interacted buckling failure of thin-nailed irregular-shaped aluminum alloy column under axial compression.
Thin-Walled structures,
107,
627-647,
2016.
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[11]
乌兰托亚.
Strength of connection fixed by TOBs considering out-of-plane tube wall deformation-Part 1: Tests and numerical studies.
Steel and Composite Structures,
42,
49,
2022.
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[12]
尤洋.
Post fire tensile behavior of thread-fixed one-side bolt strengthened by backing plate.
ENGINEERING STRUCTURES,
252,
2022.
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[13]
刘梅.
Experimental studies on thread-fixed one-side bolted endplate connection with internal strengthening structure.
ENGINEERING STRUCTURES,
246,
2021.
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[14]
张伯勋.
Seismic behavior of thread-fixed one-side bolted endplate connection of steel beam to hollow square column.
JOURNAL OF BUILDING ENGINEERING,
43,
2021.
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[15]
王培军.
Seismic Behavior of Concrete Columns with CRB735 High-Strength Steel Reinforcement.
International Journal of Civil Engineering,
20,
545,
2022.
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[16]
孙乐乐.
Experimental and theoretical modeling for predicting bending moment capacity of T-head square-neck one-side bolted endplate to tube column connection.
JOURNAL OF BUILDING ENGINEERING,
43,
2021.
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[17]
王培军.
Cyclic behavior of T-stub connection to hollow section steel column using TSOBs.
Journal of Constructional Steel Research,
185,
2021.
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[18]
王培军.
Cyclic behavior of T-stub connection to hollow section steel column using TSOBs.
Journal of Constructional Steel Research,
185,
2021.
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[19]
刘梅.
Experimental studies on thread-fixed one-side bolted endplate connection with internal strengthening structure.
ENGINEERING STRUCTURES,
246,
2021.
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[20]
衣振华.
新工科背景下“钢结构课程设计”的教学改革.
城市建筑 ,
2021.
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