Zobrazeno 1 - 10
of 19
pro vyhledávání: '"Guangen Zhou"'
Publikováno v:
Buildings, Vol 14, Iss 5, p 1339 (2024)
Wind tunnel tests and numerical simulations are the mainstream methods to study the wind-induced vibration of structures. However, few articles use statistical parameters to point out the differences and errors of these two research methods in explor
Externí odkaz:
https://doaj.org/article/234b4f14a36b4423ac831241b9941e03
Publikováno v:
Applied Sciences, Vol 13, Iss 7, p 4500 (2023)
The corrosion mechanism and characteristics of steel in typical atmospheric environments directly affect the rationality of corrosion protection methods. This study investigates the corrosion evolution law of Q235 steel that has been exposed to the u
Externí odkaz:
https://doaj.org/article/809b87e88f7d49ccb9dc8c3da394fef5
Publikováno v:
Materials, Vol 15, Iss 11, p 3874 (2022)
Designing a high-strength node is significant for space structures. Topological optimization can optimally allocate the material distribution of components to meet performance requirements. Although the material distribution after topology optimizati
Externí odkaz:
https://doaj.org/article/accefee48f1149068153e15139e8d0d7
Publikováno v:
International Journal of Space Structures. 38:64-79
This paper studies the elastic-plastic seismic response of 12 inner and outer cable-supported latticed shell structures under fortification intensity and rare earthquakes. The influencing factors of the 12 models were analyzed. These included span, i
Publikováno v:
Mechanics Based Design of Structures and Machines. 50:3087-3104
Here, nonlinear buckling and postbuckling properties of cylindrical silicon nanopanels of finite length resting on elastic foundation exposed to axial compression have been studied by taking into a...
Publikováno v:
Thin-Walled Structures. 174:109159
Publikováno v:
Proceedings of the 2018 7th International Conference on Energy, Environment and Sustainable Development (ICEESD 2018).
Publikováno v:
Journal of Civil Engineering and Architecture. 6
The beam-to-column semirigid connection in a steel frame structure is represented by a zero-length rotational spring at the end of the beam element. The beam-to-column semirigid connection behavior is represented by its moment-rotation relationship.
Publikováno v:
2011 International Conference on Multimedia Technology.
The primary purpose of this study is to provide simple formulas for estimating the design wind loads denoted as gust effect factor for large-span domed roofs considering their dynamic response under wind excitation. In this paper, systematic paramete