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- W2390174918 abstract "According to the related national codes,the base shear and bending moment of the tall buildings with rectangular section in the south of Jiangsu province caused by wind and earthquake action are compared.In addition,correlation formulas are derived and some parameters are simplified.Moreover,the critical height-width ratio in the tall buildings are calculated when the two kinds of the base shear and bending moment are equal.At last,when the wind or earthquake action acts the controlling role to the base shear and moment respectively is analyzed.It is found that the height-width ratio is the most important controlling condition of wind and earthquake action,and the phenomenon is more obvious to high-rise steel structure buildings which is consistent with the characteristics of steel structure that it is lighter and more flexible than reinforced concrete structure,and more sensitive to wind." @default.
- W2390174918 created "2016-06-24" @default.
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- W2390174918 date "2012-01-01" @default.
- W2390174918 modified "2023-09-24" @default.
- W2390174918 title "A concise comparison between wind and earthquake action on tall buildings based on codes" @default.
- W2390174918 hasPublicationYear "2012" @default.
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