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Behavior of V-shaped angle shear connectors: experimental and parametric study

Materials and structures, 2016-09, Vol.49 (9), p.3909-3926

2016

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Investigation of through beam connection to concrete filled circular steel tube (CFCST) column

Journal of constructional steel research, 2016-06, Vol.121, p.144-162

2016

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Numerical analysis of channel connectors under fire and a comparison of performance with different types of shear connectors subjected to fire

Steel & composite structures, 2016-02, Vol.20 (3), p.651-669

2016

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Performance of shear connectors at elevated temperatures - A review

Steel & composite structures, 2016-01, Vol.20 (1), p.185-203

2016

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Performance of dowel beam-to-column connections for precast concrete systems under seismic loads: A review

Construction & building materials, 2020-03, Vol.237, p.117582, Article 117582

2020

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Comparative performance of channel and angle shear connectors in high strength concrete composites: An experimental study

Construction & building materials, 2016-09, Vol.120, p.382-392

2016

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CFRP strips for enhancing flexural performance of RC beams by SNSM strengthening technique

Construction & building materials, 2018-03, Vol.165, p.28-44

2018

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Experimental assessment of angle shear connectors under monotonic and fully reversed cyclic loading in high strength concrete

Construction & building materials, 2014-02, Vol.52, p.276-283

2014

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Comparison of behaviour between channel and angle shear connectors under monotonic and fully reversed cyclic loading

Construction & building materials, 2013-01, Vol.38, p.582-593

2013

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Failure analysis and structural behaviour of CFRP strengthened steel I-beams

Construction & building materials, 2012-05, Vol.30 (1), p.1-9

2012

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Flexural behaviour of steel hollow sections filled with concrete that contains OPBC as coarse aggregate

Journal of constructional steel research, 2018-09, Vol.148, p.287-294

2018

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Development of lightweight aggregate mortar skin layer for an innovative sandwich concrete composite

Journal of Building Engineering, 2020-01, Vol.27, p.100941, Article 100941

2020

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Bolted connections to tubular columns at ambient and elevated temperatures - A review

Steel & composite structures, 2016-06, Vol.21 (2), p.303-321

2016

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Development and testing of hybrid precast concrete beam-to-column connections under cyclic loading

Construction & building materials, 2017-10, Vol.151, p.258-278

2017

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Experimental Investigation on Fatigue Behavior of Wide-Flange Steel I-Beams Strengthened Using Different CFRP End Cutting Shapes

International journal of steel structures, 2019-06, Vol.19 (3), p.760-768

2019

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The effects of cross-sectional shapes on the axial performance of concrete-filled steel tube columns

Journal of constructional steel research, 2021-01, Vol.176, p.106424, Article 106424

2021

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Effect of Epoxy Binder on Fire Protection and Bonding Strength of Intumescent Fire Protective Coatings for Steel

Advanced materials research, 2011, Vol.168-170, p.1228-1232

2011

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Strengthening of Steel I-Beams Using CFRP Strips: An Investigation on CFRP Bond Length

Advances in structural engineering, 2012-12, Vol.15 (12), p.2191-2204

2012

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Behaviour of double-sleeve TubeBolt moment connections in CFT columns under cyclic loading

Journal of constructional steel research, 2022-07, Vol.194, p.107302, Article 107302

2022

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Feasibility study on the use of high volume palm oil clinker waste in environmental friendly lightweight concrete

Construction & building materials, 2017-03, Vol.135, p.94-103

2017

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Modelling of beam-to-column connections at elevated temperature using the component method

Steel & composite structures, 2010-02, Vol.10 (1), p.23-43

2010

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Sustainable palm oil fuel ash mortar used as partial adhesive replacement in flexurally strengthened RC beams

Construction & building materials, 2019-11, Vol.226, p.507-523

2019

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Performance of mechanical steel bar splices using grouted couplers under uniaxial tension

Journal of Building Engineering, 2021-02, Vol.34, p.101892, Article 101892

2021

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Behavior of through Beam Connections Composed of CFSST Columns and Steel Beams by Finite Element Studying

Advanced materials research, 2011, Vol.168-170, p.2329-2333

2011

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Effect of bonding materials on the flexural improvement in RC beams strengthened with SNSM technique using GFRP bars

Journal of Building Engineering, 2020-11, Vol.32, p.101777, Article 101777

2020

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Behavior of V-shaped angle shear connectors: experimental and parametric study

Investigation of through beam connection to concrete filled circular steel tube (CFCST) column

Numerical analysis of channel connectors under fire and a comparison of performance with different types of shear connectors subjected to fire

Performance of shear connectors at elevated temperatures - A review

Performance of dowel beam-to-column connections for precast concrete systems under seismic loads: A review

Comparative performance of channel and angle shear connectors in high strength concrete composites: An experimental study

CFRP strips for enhancing flexural performance of RC beams by SNSM strengthening technique

Experimental assessment of angle shear connectors under monotonic and fully reversed cyclic loading in high strength concrete

Comparison of behaviour between channel and angle shear connectors under monotonic and fully reversed cyclic loading

Failure analysis and structural behaviour of CFRP strengthened steel I-beams

Flexural behaviour of steel hollow sections filled with concrete that contains OPBC as coarse aggregate

Development of lightweight aggregate mortar skin layer for an innovative sandwich concrete composite

Bolted connections to tubular columns at ambient and elevated temperatures - A review

Development and testing of hybrid precast concrete beam-to-column connections under cyclic loading

Experimental Investigation on Fatigue Behavior of Wide-Flange Steel I-Beams Strengthened Using Different CFRP End Cutting Shapes

The effects of cross-sectional shapes on the axial performance of concrete-filled steel tube columns

Effect of Epoxy Binder on Fire Protection and Bonding Strength of Intumescent Fire Protective Coatings for Steel

Strengthening of Steel I-Beams Using CFRP Strips: An Investigation on CFRP Bond Length

Behaviour of double-sleeve TubeBolt moment connections in CFT columns under cyclic loading

Feasibility study on the use of high volume palm oil clinker waste in environmental friendly lightweight concrete

Modelling of beam-to-column connections at elevated temperature using the component method

Sustainable palm oil fuel ash mortar used as partial adhesive replacement in flexurally strengthened RC beams

Performance of mechanical steel bar splices using grouted couplers under uniaxial tension

Behavior of through Beam Connections Composed of CFSST Columns and Steel Beams by Finite Element Studying

Effect of bonding materials on the flexural improvement in RC beams strengthened with SNSM technique using GFRP bars

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