Qiang Han

Qiang Han


Research Focus & Metrics

Academic Career Length

14Years (2013-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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20 February 2019 in Bulletin of Earthquake Engineering
Verified
Journal Article
Closed access
PDF file
HDHuihui Dong
Huihui Dong
XDXiuli Du
Xiuli Du
QHQiang Han
Qiang Han
KBKaiming Bi
Kaiming Bi
HHHong Hao
Hong Hao

20 March 2021 in Computer-Aided Civil and Infrastructure Engineering
Verified
Journal Article
Open access
PDF file
KJKejie Jiang
Kejie Jiang
QHQiang Han
Qiang Han
XDXiuli Du
Xiuli Du
PNPinghe Ni
Pinghe Ni
In this paper, the ideas of deep auto‐encoder (DAE) and manifold learning are adopted to solve the problem of structural condition diagnosis. A scalable decentralized end‐to‐end unsupervised structural condition diagnostic framework is proposed. Three damage diagnosis mechanisms are clarified. The structural damage diagnosis approaches are presented from the latent coding domain and the time domain, respectively. In the latent coding domain, an undercomplete DAE is established to extract the distribution of the low‐dimensional manifold of the signal. On the contrary, in the time domain, an overcomplete DAE is adopted to extract the reconstruction error of the signal. Subsequently, normalized damage quantitative indicators are developed in the two domains. The damage localization method is also clarified. The proposed method can extract features directly from original vibration data without the need for additional signal preprocessing techniques. More importantly, the algorithm relies only on the output signals and does not require a numerical or scale model. This framework can be used to identify, locate, and quantify structural damages. The validity of the diagnostic framework is verified using a well‐designed laboratory benchmark structure. A large‐scale grandstand structure is further used to prove the ability of the proposed method for identifying slight structural damage caused by the loosening of joint bolts. The results clearly demonstrate an elegant performance of the proposed damage detection algorithm in structural condition assessment and damage localization.


1 June 2021 in Engineering Structures
Verified
Journal Article
Closed access
JWJianian Wen
Jianian Wen
QHQiang Han
Qiang Han
YXYazhou Xie
Yazhou Xie
XDXiuli Du
Xiuli Du
JZJian Zhang
Jian Zhang

9 February 2023 in Engineering Structures
Verified
Journal Article
Closed access
GZGuangda Zhang
Guangda Zhang
QHQiang Han
Qiang Han
KXKun Xu
Kun Xu
YSYanchen Song
Yanchen Song
JLJianglong Li
Jianglong Li
WHWeili He
Weili He

28 July 2023 in Engineering Structures
Verified
Journal Article
Closed access
ZLZhenchuan Li
Zhenchuan Li
KXKun Xu
Kun Xu
RMRuisheng Ma
Ruisheng Ma
KBKaiming Bi
Kaiming Bi
QHQiang Han
Qiang Han