Influence of the Initial Imperfection on the Buckling of Steel Member Wrapped by Carbon Fibre
p.738
p.738
Five Developed Cylinder Reticulated Shell ANSYS Parametric Modelings
p.743
p.743
Parametric Modeling of Six Typical Double Primary Ribs Reticulated Dome
p.747
p.747
Seismic Performance Evaluation on Eccentrically Brace Steel Frame by Capacity Spectrum Method
p.752
p.752
Excel Programming and Application for Concrete Filled Steel Tubular Structures
p.756
p.756
Bearing Capacity Analysis on Slotted End Plate Connection Joints of Different Types
p.764
p.764
Calculation & Analysis on Integral Mound-Lifting System of Shear Wall Construction in High-Rise Building
p.770
p.770
On the Influence of the Elastic Medium Stiffness in the Buckling Behavior of Compressed Beams on Elastic Foundation
p.776
p.776
The Parametric Design Method of the Globoid Cam Based on the Software of ProEngineer
p.784
p.784
Excel Programming and Application for Concrete Filled Steel Tubular Structures
Abstract:
We used to use the method from for the calculation on bearing capacity of steel pipe columns for a review. This paper improves this method, and uses excel in formula programming to calculate the internal forces from SAP2000. It effectively improves the efficiency of the structure designing.
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Periodical:
Applied Mechanics and Materials (Volumes 166-169)
Pages:
756-763
Citation:
Online since:
May 2012
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Сopyright:
© 2012 Trans Tech Publications Ltd. All Rights Reserved
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