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- W2355633611 abstract "The static and stability behavior of the hybrid central glass roof system of the new Guangzhou Railway Station was studied.The effects of the cross sectional area of the upper steel beams,the cross sectional areas and prestressing forces of the upper track bars and lower cables on the stability behavior were investigated.The influences of the initial imperfection shape and the imperfection size were analyzed using the consistent imperfection method.The results show that the upper in-plane track bars and lower cables can increase the structural stiffness.The influence of the material nonlinearity on the stability behavior cannot be ignored.Furthermore,the end regions of the hybrid system are the weak parts of the structure,where the plastic zones form.The structural ultimate bearing capacity increases with the increase of the area of upper beams.In addition,the increase of cross sectional areas and initial prestressing forces of the upper track bars and lower cables will slightly increase the vertical load carrying capacity.However,if the prestressing forces is over applied,the ultimate bearing capacity will drop.It can also be found that the buckling mode corresponding to the first order eigenvalue is the most unfavorable imperfection shape.But the imperfection size of L/300(L is the largest transverse span) is not the most unfavorable." @default.
- W2355633611 created "2016-06-24" @default.
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- W2355633611 date "2011-01-01" @default.
- W2355633611 modified "2023-09-28" @default.
- W2355633611 title "Strength and stability analysis of central glass roof of the New Guangzhou Railway Station" @default.
- W2355633611 hasPublicationYear "2011" @default.
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