According to the variety and distribution of the masonry buildings across the world, numerical modelling and analysis of these sorts of buildings is one the most interest [...]

The objective of this paper is to evaluation of frame performance with WFP connections and double-I-section column and compares it with the upgraded performance of frame [...]

Reduced beam section connections are renowned as ductile moment connections which are able to dissipate a large amount of energy during seismic excitations. In spite of t [...]

The commonly used rigid moment connections between I-beam and double-I built-up columns cause excessive deformations in column cover plate. To modify the performance of m [...]

The common method of connecting I-beam to double-I built-up column in the case of moment connections has two kinds of problems, 1) brittle fracture of full penetration gr [...]

Moment Connection of I beams to double-I built-up columns, through the cover plate, impose some problems such as brittle fracture of full penetration groove welds of beam [...]