Zobrazeno 1 - 10
of 20
pro vyhledávání: '"Huiqi Liang"'
Publikováno v:
Scientific Reports, Vol 14, Iss 1, Pp 1-17 (2024)
Abstract It is demonstrated that the eXtended Finite Element Method (XFEM) is of remarkable efficiency in simulating crack evolution by eliminating the need for remeshing and refinement. In this paper, it is shown how to enhance the solution efficien
Externí odkaz:
https://doaj.org/article/3f6f8fdee19b4484b83c078bd6204e63
Autor:
Qinqin Zhao, Zezheng Yang, Ziyang Xiao, Zheng Zhang, Jing Xing, Huiqi Liang, Liwei Gao, Jian Zhao, Yinbo Qu, Guodong Liu
Publikováno v:
Synthetic and Systems Biotechnology, Vol 8, Iss 4, Pp 732-740 (2023)
The filamentous fungus Trichoderma reesei is widely used for the production of lignocellulolytic enzymes in industry. XYR1 is the major transcriptional activator of cellulases and hemicellulases in T. reesei. However, rational engineering of XYR1 for
Externí odkaz:
https://doaj.org/article/c1cbc0a950d946fd949c184ce7335ae7
Publikováno v:
Buildings, Vol 13, Iss 10, p 2432 (2023)
This paper focuses on the transmission of vibration response of the seismic simulation shaking table system at Southeast University, and analyzes the effect of this response on the surrounding building. The location of the building is less than 10 m
Externí odkaz:
https://doaj.org/article/7fbbc7d99d444db0b22ad820e6b5d127
Publikováno v:
Journal of Mathematics, Vol 2021 (2021)
The excessive vertical vibration of structures induced by walking pedestrians has attracted considerable attention in the past decades. The bipedal walking models proposed previously, however, merely focus on the effects generated by legs and ignore
Externí odkaz:
https://doaj.org/article/1249736684254c58aa18b75850efbc07
Publikováno v:
Applied Sciences, Vol 12, Iss 1, p 251 (2021)
The test object is the grandstand of the Suzhou Industrial Park Stadium. First, the structure was tested for dynamic characteristics, including natural frequency, mode test, and damping test. Then, the structure was subjected to a human-induced vibra
Externí odkaz:
https://doaj.org/article/3713e50c6943458892a5897fc2335c06
Publikováno v:
Applied Sciences, Vol 11, Iss 14, p 6407 (2021)
As human occupancy has an enormous effect on the dynamics of light, flexible, large-span, low-damping structures, which are sensitive to human-induced vibrations, it is essential to investigate the effects of pedestrian–structure interaction. The s
Externí odkaz:
https://doaj.org/article/69cc7d76841f42e7902dc126dc36a786
Publikováno v:
Symmetry, Vol 13, Iss 7, p 1174 (2021)
In the past few years, the immense advances in building materials and construction techniques have inspired the development of large span, light, and flexible structures with low damping. The low frequency and low damping properties of the mentioned
Externí odkaz:
https://doaj.org/article/a9084d4325d548b0b0aa25a8bfee2111
Publikováno v:
Arabian Journal for Science and Engineering. 48:4275-4293
Publikováno v:
Applied Sciences
Volume 11
Issue 14
Applied Sciences, Vol 11, Iss 6407, p 6407 (2021)
Volume 11
Issue 14
Applied Sciences, Vol 11, Iss 6407, p 6407 (2021)
As human occupancy has an enormous effect on the dynamics of light, flexible, large-span, low-damping structures, which are sensitive to human-induced vibrations, it is essential to investigate the effects of pedestrian–structure interaction. The s
Publikováno v:
Symmetry; Volume 13; Issue 7; Pages: 1174
Symmetry, Vol 13, Iss 1174, p 1174 (2021)
Symmetry, Vol 13, Iss 1174, p 1174 (2021)
In the past few years, the immense advances in building materials and construction techniques have inspired the development of large span, light, and flexible structures with low damping. The low frequency and low damping properties of the mentioned