Lei Li

Lei Li

orcid

Research Focus & Metrics

Academic Career Length

20Years (2007-Present)

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

Representative Publications

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1 November 2019 in Engineering Structures
Verified
Journal Article
Closed access
ZWZhuo-Han Wang
Zhuo-Han Wang
Lei LiLei Li
Lei Li
YZYi-Xin Zhang
Yi-Xin Zhang
SZShan-Suo Zheng
Shan-Suo Zheng

25 September 2020 in Materials
Verified
Journal Article
Open access
PDF file
HWHuailiang Wang
Huailiang Wang
WLwang lang
wang lang
Lei LiLei Li
Lei Li
CBCHENG Baoquan
CHENG Baoquan
Yonggang ZhangYonggang Zhang
Yonggang Zhang
YWYuhu Wei
Yuhu Wei
This study aimed to research the whole stress–strain curves of coral Fly Ash-Slag Alkali-Activated Concrete (CAAC) in different strength grades. Fly ash-slag alkali-activated concrete was used as cementing materials to produce coral aggregate concrete. A monotonic loading test was conducted on the prismatic specimens to obtain elastic modulus (Ec), Poisson’s ratio (μ) and the constitutive relationship of CAAC under uniaxial compression. When the strain of CAAC reached the maximum value, the specimen was split and damaged rapidly. As the strength grade increased, the ratio of residual stress (σri) to peak stress (σ0i) decreased in the range of 0.17–0.28. The Ec of CAAC increased gradually, and μ increased to the peak value and then decreased. According to the test results, the constitutive equation of CAAC can be expressed by piecewise expression, which can better reflect all the experimental characteristics. It was also found that CAAC has many similar characteristics with coral concrete and lightweight aggregate concrete. To improve the strength and toughness of CAAC, some fibers, such as organic fiber, can be added to expand the application of CAAC in engineering projects.

1 June 2021 in Engineering Structures
Verified
Journal Article
Closed access
YZYixin Zhang
Yixin Zhang
SZShansuo Zheng
Shansuo Zheng
Lei LiLei Li
Lei Li
LDLiguo Dong
Liguo Dong
JJJinming Ji
Jinming Ji
SRSheng Ruan
Sheng Ruan

4 May 2023 in Journal of Building Engineering
Verified
Journal Article
Closed access
XRXian‒Liang Rong
Xian‒Liang Rong
Lei LiLei Li
Lei Li
SZShan‒Suo Zheng
Shan‒Suo Zheng
FWFeng Wang
Feng Wang
WHWei‒Yuan Huang
Wei‒Yuan Huang
DLDong Lu
Dong Lu

1 December 2021 in Structures
Verified
Journal Article
Closed access
HWHuailiang Wang
Huailiang Wang
YWYuhui Wu
Yuhui Wu
XQXiaoliang Qin
Xiaoliang Qin
Lei LiLei Li
Lei Li
HCHuihua Chen
Huihua Chen
BCBaoquan Cheng
Baoquan Cheng

13 May 2024 in Buildings
Verified
Journal Article
Open access
PDF file
YHYi Hu
Yi Hu
WWWentao Wang
Wentao Wang
Lei LiLei Li
Lei Li
FWFangjun Wang
Fangjun Wang
Machine Learning (ML) has developed rapidly in recent years, achieving exciting advancements in applications such as data mining, computer vision, natural language processing, data feature extraction, and prediction. ML methods are increasingly being utilized in various aspects of seismic engineering, such as predicting the performance of various construction materials, monitoring the health of building structures or components, forecasting their seismic resistance, predicting potential earthquakes or aftershocks, and evaluating the residual performance of post-earthquake damaged buildings. This study conducts a scientometric-based review on the application of machine learning in seismic engineering. The Scopus database was selected for the data search and retrieval. During the data analysis, the sources of publications relevant to machine learning applications in seismic engineering, relevant keywords, influential authors based on publication count, and significant articles based on citation count were identified. The sources, keywords, and publications in the literature were analyzed and scientifically visualized using the VOSviewer software tool. The analysis results will help researchers understand the trending and latest research topics in the related field, facilitate collaboration among researchers, and promote the exchange of innovative ideas and methods.