WUF-W connection performance to box column subjected to uniaxial and biaxial loading

Nia, Z. Saneei; Ghassemieh, Mehdi; Mazroi, A.

doi:10.1016/j.jcsr.2013.04.008

Cited by 35 publications

(2 citation statements)

References 16 publications

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“…This behavior in moment transfer can be attributed to the out-of-plane deformation of flanges in the box-column (Kim and Oh 2007) [18]. Next, the studies of Saneei Nia et al (2013, 2014a, b, c) [19][20][21][22] are addressed who examined the I-beam to box-column connections experimentally and numerically, as shown in Figs. 1 and 2.…”

Section: Previous Studiesmentioning

confidence: 99%

Review on the Seismic performance of Steel Beam connected to Box Column

Abdolwahab¹,

Yousef²,

Ahmed³

2022

IJAEMS

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This paper presents a review on the seismic performance of steel beam connected to box column. The strength and deformation capacity of structural elements are influenced by their cumulative damages received through load cycles. Several researchers have been studying the behaviour of seismic performance of steel beam connected to box column filled with concrete but due to its complex behaviour yet it is not completely understood, where the international design standards and specifications are limited to the Hshaped columns. The rotational capacity and dissipated energy of the welded and bolted connections are discussed. The local responses for stress and strain in the vicinity of welded and bolted joints are also investigated.

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Section: Previous Studiesmentioning

confidence: 99%

Review on the Seismic performance of Steel Beam connected to Box Column

Abdolwahab¹,

Yousef²,

Ahmed³

2022

IJAEMS

View full text Add to dashboard Cite

show abstract

“…Beam, column, the continuity plate and the shear plate were all ST37 steel (similar to A36 steel). Standard coupons were cut from the plates for each test specimen (FP1 and FP2) separately [13].…”

Section: Experimental Programmentioning

confidence: 99%