Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Xinguang Ge"'
Publikováno v:
Buildings, Vol 13, Iss 6, p 1435 (2023)
An asymmetrical suspension structure, without vertical column support and without supplying the flexibility of spatial arrangement, is more sensitive to ground movement. The structural responses of an asymmetrical suspension structure subjected to Cl
Externí odkaz:
https://doaj.org/article/fbecb9f63d3c41b8b978701cf2311966
Publikováno v:
Structures. 47:425-433
Publikováno v:
Buildings; Volume 13; Issue 6; Pages: 1435
An asymmetrical suspension structure, without vertical column support and without supplying the flexibility of spatial arrangement, is more sensitive to ground movement. The structural responses of an asymmetrical suspension structure subjected to Cl
Publikováno v:
Structures. 34:3958-3967
Aseismic design of building structures is desired to protect them from the disasters associated with earthquakes, which has caused serious casualties and huge economic loss to human society. In this study, an analytic method based on complex modal me
Autor:
Yingbo Pang, Iftikhar Azim, Momina Rauf, Muhammad Farjad Iqbal, Xinguang Ge, Muhammad Ashraf, Muhammad Atiq Ur Rahman Tariq, Anne W. M. Ng
Publikováno v:
Sustainability; Volume 14; Issue 11; Pages: 6801
The understanding of the effects of multidirectional loadings imposed on major load bearing elements such as reinforced concrete (RC) columns by seismic actions for collapse prevention is of utmost importance, and a few simplified models are availabl
Publikováno v:
Soil Dynamics and Earthquake Engineering. 164:107610
Publikováno v:
Journal of Sound and Vibration. 517:116556
Non-viscous dampers are commonly used in building structures for seismic energy dissipation. In this study, a concise analytical method based on the pseudo-excitation method (PEM) was proposed to obtain closed-form solutions of the structural respons
Publikováno v:
Earthquake Engineering and Engineering Vibration. 17:627-639
To predict the maximum earthquake response of an SDOF structure with a Maxwell fluid damper or supplemental brace-viscous damper system using the seismic design response spectrum technique, a new approach is presented to determine the first- and seco
Publikováno v:
Journal of Computational and Theoretical Nanoscience. 13:4379-4383