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Numerical Investigation of Steel Moment-Resisting Frame with RBS Connections Under Fire Conditions
Recent earthquakes indicate that the welding connections of steel moment-resisting frames (SMRFs) are so brittle. Then, huge damages are generated by cracking the weld between beam flange and column face. After 1994 ...
A novel analytical approach for assessing the buckling behavior of non-prismatic elastic columns based on power series
The analysis of post-buckling behavior of elastic structures still needs the resolution of a body of non-linear differential equations according to equilibrium equations. Also, the yielding and buckling factors are important ...
Influence of Geometric Parameters on The Performance of Welded Angle Seat Connections Under High-Temperature Loading
The prevalence of various types of experimental and numerical uses in this area is mostly due to the significance of welded connections in the behaviour of steel moment-resisting frames (SMRFs). The most effective conditions ...
Indirect Estimation of Uniaxial Compressive Strength of Limestone Using Rock Index Tests Through Computational Methods
Uniaxial compressive strength (UCS) is a critical geomechanical property of rocks that is frequently required during the preliminary stage of civil engineering design. To obtain the UCS value needs a time consuming and ...