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Analysis of Steel Braced Frame Structure Response Encountered Higher Seismic Intensity
Structure may encounter higher seismic fortification intensity than adopted. So how the structure reacts in that case becomes a concerned problem for civil engineers. In order to solve the problem, the response of a steel braced frame structure is analyzed in this paper when facing higher seismic fortification intensity. The result shows that the lateral sway between layers, the vertex displacement, the bending and shear strength of the frame beams and the stability of the components are still meet the design requirements, and steel frame structure has good seismic performance.
Analysis of Steel Braced Frame Structure Response Encountered Higher Seismic Intensity
Structure may encounter higher seismic fortification intensity than adopted. So how the structure reacts in that case becomes a concerned problem for civil engineers. In order to solve the problem, the response of a steel braced frame structure is analyzed in this paper when facing higher seismic fortification intensity. The result shows that the lateral sway between layers, the vertex displacement, the bending and shear strength of the frame beams and the stability of the components are still meet the design requirements, and steel frame structure has good seismic performance.
Analysis of Steel Braced Frame Structure Response Encountered Higher Seismic Intensity
Applied Mechanics and Materials ; 166-169 ; 1117-1120
2012-05-14
4 pages
Article (Journal)
Electronic Resource
English
Analysis of Steel Braced Frame Structure Response Encountered Higher Seismic Intensity
British Library Conference Proceedings | 2012
|Analysis of Steel Braced Frame Structure Response Encountered Higher Seismic Intensity
Tema Archive | 2012
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