Zobrazeno 1 - 10
of 13
pro vyhledávání: '"Lun-Hai Zhi"'
Publikováno v:
Structures. 51:1083-1094
The Hilbert transform (HT) is an important method for signal demodulation and instantaneous frequency (IF) estimation. The modulus of the analytic signal constructed by the HT is regarded as the amplitude, and the derivative of the instantaneous phas
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8799944e2780f220b08d059d1f5ebdcc
https://doi.org/10.21203/rs.3.rs-1238247/v1
https://doi.org/10.21203/rs.3.rs-1238247/v1
Publikováno v:
Engineering Structures. 274:115162
Publikováno v:
International Journal of Structural Stability and Dynamics. 21
The time-varying mean (TVM) component plays a vital role in the characterization of non-stationary winds, whereas it is difficult to extract the TVM accurately or to validate it quantitively. To deal with this problem, this paper first develops two a
Publikováno v:
Computers & Structures. 208:105-117
An inverse method based on the discrete time Kalman filter is developed to simultaneously estimate the unknown wind-induced responses and wind loads of high-rise buildings using limited response measurements. The accuracy and effectiveness of the pre
Autor:
Avinash Gautam, Lun-hai Zhi, Jingfeng Wang, Rong Pan, Chunfeng Zhao, Xiaojie Li, Xin Lu, Kaicheng He
Publikováno v:
Engineering Structures. 246:112998
As a lateral resisting element, the steel–concrete composite structure has been gradually employed in the anti-seismic and the anti-explosion design of structures due to the favorable capacity of energy dissipation and impact resistance. The blast
Publikováno v:
International Journal of Structural Stability and Dynamics. 20:2050115
For high-rise buildings subjected to ambient excitations such as typhoons and earthquake actions, their structural responses may include non-stationary features. Under such conditions, traditional modal identification methods may not be applicable du
Publikováno v:
Structural Engineering and Mechanics. 56:625-648
Modern super-tall buildings are more sensitive to strong winds. The evaluation of wind loads for the design of these buildings is of primary importance. A direct monitoring of wind forces acting on super-tall structures is quite difficult to be reali
Publikováno v:
Applied Mechanics and Materials. :810-813
This paper present some selected numerical results of a typical super-tall building based on a new Large Eddy Simulation scheme. The spatial correlation of local wind forces were presented and discussed in detail. The probabilistic characteristics of
Autor:
Lun Hai Zhi
Publikováno v:
Applied Mechanics and Materials. :2297-2300
This paper presents statistical analysis results of wind speed and atmospheric turbulence data measured from a meteorological station in Beijing and is primarily intended to provide useful information on boundary layer wind characteristics for wind-r