Lu Yang

Dr. Lu Yang

School of Construction Engineering, Beijing University of Technology, Beijing, China

Research Focus & Metrics

Academic Career Length

13Years (2014-Present)

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

Representative Publications

View All Publications
1 June 2014 in International Journal of Steel Structures
Verified
Journal Article
Closed access
PDF file
YWYuanqing Wang
Yuanqing Wang
Lu YangLu Yang
Lu Yang
BGBo Gao
Bo Gao
YSYongjiu Shi
Yongjiu Shi
HYHuanxin Yuan
Huanxin Yuan

1 November 2018 in Journal of Materials in Civil Engineering
Verified
Journal Article
Closed access
FYFei Yin
Fei Yin
Lu YangLu Yang
Lu Yang
LZLiang Zong
Liang Zong
XLXiyue Liu
Xiyue Liu
YWYuanqing Wang
Yuanqing Wang
In order to investigate the ultra-low cycle fatigue (UCLF) fracture in welded connections of high-strength steel (HSS) under earthquakes, this paper studies micromechanical fracture models for Q460C steel, which has wide application prospects in China. Notched round bars and smooth round bars, which were manufactured from base metal, heat-affected zone (HAZ), and weld metal of Q460C HSS, were tested under monotonic loading and cyclic loading, respectively. The fracture surface of tensile specimens were analyzed by scanning electron microscope (SEM) tests. This paper presents the results, including the skeleton curve, hysteresis loops, low cycle fatigue life, and characteristic length l . By comparing the experimental results with the finite-element analyses, the toughness parameters of the void growth model (VGM), the stress-modified critical strain (SMCS) model, and the cyclic void growth model (CVGM) of Q460C HSS and its weld were calibrated. Results indicate that the toughness parameters of various materials for HSS are generally lower than that of normal strength steel. Also, in the welded beam-to-column connections, the HAZ requires more attention. The results can be used to effectively and accurately evaluate the UCLF fracture in welded HSS connections.

6 March 2023 in Buildings
Verified
Journal Article
Open access
PDF file
WJWeiYu Ji
WeiYu Ji
Lu YangLu Yang
Lu Yang
ZLZhansheng Liu
Zhansheng Liu
SFShuxin Feng
Shuxin Feng
Human-building interaction is an emerging field of study that investigates the interactions and reciprocal impacts of humans and building systems. In this discipline, sensing technology is critical for data collection. The application of sensing technology is divided into six categories based on the research topics: (1) occupancy status, (2) occupant physiological indicators, (3) building components, (4) building environment, (5) building consumption, and (6) fusion of multi-sensing system. By evaluating 127 relevant research articles, this study attempts to provide a systematic review of the implementation of sensing technologies in each HBI research topic. Four significant sensing technologies were investigated for the occupancy status study: camera-based sensing, infrared-based sensing, radial frequency signal-based sensing, and ultrasonic sensor. Methodologies for biosensing brain activity, muscle and skin function, and cardiac function were examined as occupant physiological indicator measurements. The magnetic reed and vibration sensors were discussed for sensing changes in building components. The air property sensor, sound sensor, and illuminance sensor were introduced to monitor the building environment. The smart meter and smart plug were examined for sensing building consumption, and the application of multi-sensor fusion was also included in this article. Furthermore, this systematic study discussed three aspects of contemporary sensing technology deployment: data concealment, sensor cost tradeoffs, and privacy concerns.


5 June 2024 in Construction and Building Materials
Verified
Journal Article
Closed access
YMYuefei Ma
Yuefei Ma
MLMeiyu Liu
Meiyu Liu
Lu YangLu Yang
Lu Yang
ZSZhaolin Sun
Zhaolin Sun
YLYaohua Liang
Yaohua Liang
ETEleni Tsangouri
Eleni Tsangouri

18 June 2025 in Thin-Walled Structures
Verified
Journal Article
Closed access
YHYanan Huang
Yanan Huang
Lu YangLu Yang
Lu Yang
MLMeiyu Liu
Meiyu Liu
KXKelong Xu
Kelong Xu