STRUCTURAL BEHAVIOURS OF H-SECTION WEAK AXIS COLUMN TO H-SECTION BEAM CONNECTION WITH HIGH STRENGTH BOLTS

Finite element analysis of a rigid beam to column connection reinforced with channels

Abstract: This research work presents a new rigid connection constructed with channels. In order to assess its hysteresis behavior, three specimens with different cover plates and six specimens with different panel zone thickness have been considered. The energy absorbed by the connection and the behavior of the panel zone were studied during cyclic loading and compared with those of connectio...

Section Iv: Introduction to the Weak Force

Introduction Virtual Particles "Metric" Particles Particles and the Spacetime Metric The Weak Force Mechanism Leptons and "Identity" Charge Neutrinos The "W" IVB Mechanism Links and References

Performance of the Modified Precast Beam to Column Connection Placed on a Concrete Corbel

Precast concrete structures in Iran are generally designed as continuous columns with hinged beams, thereby making them simple frames. In this system in site show walls in two directions of buildings guaranteed lateral resisting system. However, in order to obtain a seismic resisting frame, the connection between beam and column should be moment resisting and ductile, allowing the formation of ...

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Evaluation of Column-Tree Moment Resisting Connection with End Plates and Haunched Beam (RESEARCH NOTE)

The column-tree constructional schemes allows for a reliable and convenient erection of moment resisting steel frames. Strengthening of column-tree connection with a haunch part can significantly improve seismic behavior of whole system. In the current study behavior of column-tree connections with haunched beams and end plate splices have been investigated. Special attention was paid for evalu...