New Stability Equation for Columns in Braced Frames

Author:

Goncalves S. Raúl

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference22 articles.

1. Elastic Stability of Flexibly Connected Frames

2. Bleich F. (1952). Buckling strength of metal structures . McGraw‐Hill Book Co. Inc. New York N.Y.

3. Borland C++ 2.0 programmer's guide . (1991). Borland International Inc. Scotts Valley Calif.

4. Improved G‐Factor Method For Evaluating Effective Lengths of Columns

5. Chapra S. and Canale R. (1985). Numerical methods for engineers . McGraw‐Hill Book Co. Inc. New York N.Y.

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1. The influence of uncertainties and random noise on the dynamic integrity analysis of a system liable to unstable buckling;Nonlinear Dynamics;2015-03-22

2. Capacity of compression members in heritage timber truss bridge;Bridge Maintenance, Safety, Management, Resilience and Sustainability;2012-06-21

3. THERMAL AND MECHANICAL INSTABILITY OF AN IMPERFECT SHALLOW SPHERICAL CAP;Journal of Thermal Stresses;2003-07

4. The Complex Non-Linear Dynamics of Imperfection Sensitive Shells;IUTAM Symposium on New Applications of Nonlinear and Chaotic Dynamics in Mechanics;1999

5. New stability equation for columns in unbraced frames;Structural Engineering and Mechanics;1998-06-25

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