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In the experimental program, the effects of connection geometry and weld group configuration were investigated.
A parametric study was then completed to quantify the effects of connection geometry and weld arrangement.
This study focuses on examining the effects of connection eccentricity and connection length on the ultimate capacity of bolted WT tension members.
The properties of angles for the remaining connection models except models Test 3 and FE7 are kept same (Table 2) to investigate the effects of connection parameters, material properties and bolt pretension on prying action.
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The results analytically confirmed the beneficial effects of connections observed in full-scale testing.
Moreover, the influence of the friction coefficient, which is related to the quality of the mortar, and the effects of connections between adjacent walls have been investigated.
As the characteristics of connections play a very important role in steel structural design, the effects of connections should be considered when an accurate analysis of semi-grid steel frame is desired.
Non-elastic behavior in conventional analyses was limited to the flexural yielding of beams and columns, whereas experimental and analytical studies revealed the effects of connections in the general behavior of structural systems, especially during earthquakes or the progressive collapse of structures as investigated by Bao et al. (2014), Lew et al. (2014) and Lowes and Altoontash (2003).
This may sound small but the effect of connection between audience and broadcaster is enormous.
This means that the hysteretic damping effect of connection increases in increment of α i.
Several research studies have been reported dealing with the effect of connection behaviour on steel frames.
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