Experimental investigation of moment resisting frames with perforated shear link

Mirghaderi, Seyed Rasoul; Mahmoudi, Behrouz; Gharavi, Ali; Dolatshahi, Kiarash M.; Epackachi, Siamak

doi:10.1016/j.istruc.2021.03.060

Cited by 20 publications

(5 citation statements)

References 34 publications

Supporting

Mentioning

Contrasting

Order By: Relevance

“…The addition of SS as a binder to concrete has a lower environmental impact embodied energy, CO2 emission, and cost per unit strength. Liu et al (2012) and Mirghaderi et al (2021) presented the theoretical effect of column-to-beam strength ratio and axial compression ratio on failure mechanism of concrete-filled square steel tube frame structures. The author encourages further investigation to effect of curved up on strength behavior of sustainable construction materials.…”

Section: Literature Reviewmentioning

confidence: 99%

Onsite Load Bearing Capacity of Curved-up versus Straigt Beams

Youkhanna

2023

ESJ

View full text Add to dashboard Cite

Straight and curved-up beams are cast as part of the frame models. The models are made as single-span, double-span, and triple-span models. Experimental investigation is conducted to predict load capacity of curved-up beams compared to straight beams. Six models: single-span, double-span and triple-span are presented. Onsite, masonry blocks and bricks, steel pipes and gravel are used to load the beams uniformly. Load is applied gradually until failure mechanism. Enhancement to load capacity is observed in the range between 8.67% to 14.12%. The average enhancement ratio can be taken as 11% due to curved-up effect. Load capacity of interior curved-up beam/span will enhance by 120.3% and 131.3% for both straight and curved-up beams.

show abstract

Section: Literature Reviewmentioning

confidence: 99%

Onsite Load Bearing Capacity of Curved-up versus Straigt Beams

Youkhanna

2023

ESJ

View full text Add to dashboard Cite

show abstract

“…Jingbo Liu [13], Liu Y B [14], Seyed Rasoul [15] presented the theoretical effect of the column-to-beam strength ratio and axial compression ratio on the failure mechanism of concrete-filled square steel tube frame structures. The researchers looked at multi-storey composite bay frames with varied column-to-beam strength ratios and axial compression ratios.…”

Section: Research Backgroundmentioning

confidence: 99%

An experimental study on composite steel encased portal frame under cyclic loading

J¹,

Tensing²,

Jebadurai³

2022

Res. Eng. Struct. Mater.

View full text Add to dashboard Cite

This research paper discusses the study on steel encased portal frame, which utilizes the shear connectors within the specimen to enhance ductility and ultimate load carrying capacity. Shear connectors can significantly boost the specimen's overall strength and load bearing capability. To investigate this behaviour, cyclic static load test on one bare frame and three portal frames were conducted. The specimens have shear connector of spacing variation as 75mm, 100mm and 125mm which were tested at the rate of ±0.1 tonne per cycle. It has been noticed that when shear connector spacing reduces, the ultimate load bearing capacity improves. These tests enabled a detailed analysis through experimental process of failure, hysteresis curve plot, for all the three portal frames. In hysteresis curve, no pinching effect was found whereas yield strength was found to be increased.

show abstract

“…This experimental study proved that the proposed connection can be an alternative connection for MRFs. Replaceable beam to column connection detail utilizing pin connections (Pongiglione et al, 2021), buckling-restrained steel plates and mechanic pin connections (Peng et al, 2020), perforated shear links (Mirghaderi et al, 2021) have been developed for MRFs. Richards (Richards, 2019) suggested a novel replaceable connection detail and conducted two experimental tests to examine seismic performance of the proposed detail.…”

Section: Introductionmentioning

confidence: 99%

Numerical Validation on Noval Replaceable Reduced Beam Section Connections for Moment-Resisting Frames

Özkılıç

Bozkurt

2022

Preprint

View full text Add to dashboard Cite

After a severe seismic activation, the buildings designed based on seismic specifications are expected to have damages without any local and global collapse. The key parameters that influence re-occupancy of the damaged buildings are workmanship cost and time. In order to circumvent shortcomings of these crucial parameters, replaceable fuse members with high energy dissipation capacity have been developed up to date. Moment resisting frames (MRFs) are one of the most preferred lateral load resisting systems in terms of architectural versatility and high energy dissipation capacity. Even though many beam-to-column connection details have been investigated over the years, none of them has addressed assembly difficulties when replacing the damaged fuse members under the residual drift ratio occurred after an earthquake. Therefore, this study presents replaceable reduced beam sections with connection detail for MRFs under residual drift. The proposed detail includes end-plated mid-spliced reduced beam sections. Pursuant to this goal, the proposed detail has been investigated under cyclic loading protocol required by AISC 341-16 by using ABAQUS finite element program. Seismic response of the proposed connection detail was compared from PEEQ and Rupture Index standpoint. The obtained findings indicate that the proposed mid-spliced replaceable reduced beam section satisfies all requirements mandated by AISC 341-16.

show abstract

Experimental investigation of moment resisting frames with perforated shear link

Cited by 20 publications

References 34 publications

Onsite Load Bearing Capacity of Curved-up versus Straigt Beams

Onsite Load Bearing Capacity of Curved-up versus Straigt Beams

An experimental study on composite steel encased portal frame under cyclic loading

Numerical Validation on Noval Replaceable Reduced Beam Section Connections for Moment-Resisting Frames

Contact Info

Product

Resources

About