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The Cartis Form for the Seismic Vulnerability Assessment of Timber Large-Span Structures

Buildings (Basel), 2021-02, Vol.11 (2), p.45

2021

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Bolt fatigue parametric study of a bolted assembly

MATEC Web of Conferences, 2019, Vol.300, p.4002

2019

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Experimental study of the mechanical behavior of timber-concrete shear connections with threaded reinforcing bars

Engineering structures, 2018-10, Vol.172, p.997-1010

2018

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Analysis of beam web panels with full length transverse stiffener in compression

Engineering structures, 2023-12, Vol.297, p.116996, Article 116996

2023

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Fire tests of steel‐to‐timber connections with high fire resistance

Fire and materials, 2023-01, Vol.47 (1), p.120-138

2023

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Experimental and numerical investigations of timber-concrete connections using variant forms of rebars

Engineering structures, 2023-09, Vol.291, p.116441, Article 116441

2023

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An optional connection material in timber structures: densified poplar

Journal of materials science, 2021-09, Vol.56 (25), p.14114-14125

2021

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T-stubs with two and four bolts under monotonic and cyclic loading

Journal of constructional steel research, 2021-03, Vol.178, p.106486, Article 106486

2021

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Fatigue life assessment of bolted connections

MATEC Web of Conferences, 2018, Vol.165, p.10009

2018

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Mechanical Behavior of Timber Joints with Laterally Loaded Multiple Densified Wood Dowels under the Loading Parallel to the Grain

Journal of structural engineering (New York, N.Y.), 2024-10, Vol.150 (10)

2024

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Effects of stiffeners on anchor rod flexural strength in column base-plate connections

Journal of constructional steel research, 2024-11, Vol.222, p.108983, Article 108983

2024

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Modeling of bolted endplate beam-to-column joints with various stiffeners

Journal of constructional steel research, 2020-04, Vol.167, p.105963, Article 105963

2020

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Effects of glue-line thickness and manufacturing defects on the pull-out behavior of glued-in rods

International journal of adhesion and adhesives, 2020-04, Vol.98, p.102517, Article 102517

2020

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Experimental and numerical study to evaluate the effect of thermostat settings on building energetic demands during the heating and transition seasons

Applied thermal engineering, 2019-04, Vol.152, p.35-51

2019

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Analysis of the behaviour of cover-plate stainless steel bolted connections

Journal of constructional steel research, 2022-03, Vol.190, p.107125, Article 107125

2022

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Mechanical Behavior and Modeling of Dowelled Steel-to-Timber Moment-Resisting Connections

Journal of structural engineering (New York, N.Y.), 2015-06, Vol.141 (6)

2015

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Overstrength and ductility factors of XBF structures with pinned and fixed supports

Studia geotechnica et mechanica, 2023-03, Vol.45 (1), p.41-54

2023

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Influence of the flexural rigidity of the bolt on the behavior of the T-stub steel connection

Engineering structures, 2014-12, Vol.81, p.181-194

2014

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Load-carrying capacity of timber joints with multiple glued-in steel rods loaded parallel to grain

Engineering structures, 2020-12, Vol.225, p.111302, Article 111302

2020

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Uncertainty analysis of occupant behavior and building envelope materials in office building performance simulation

Journal of Building Engineering, 2018-09, Vol.19, p.434-448

2018

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Verification of Precast Concrete Girder Bridge Under Static Load

Civil and environmental engineering (Berlin), 2022-12, Vol.18 (2), p.760-767

2022

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Pullout Resistance of Densified Wood Dowel Welded by Rotation Friction

Journal of materials in civil engineering, 2022-08, Vol.34 (8)

2022

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Mechanical Performance of Timber-to-Timber Joints with Densified Wood Dowels

Journal of structural engineering (New York, N.Y.), 2022-04, Vol.148 (4)

2022

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Thermal modeling of the occupied multi-zone buildings taking into account the uncertainties of occupant behavior

Case studies in thermal engineering, 2022-05, Vol.33, p.101978, Article 101978

2022

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Mechanical Properties of Adhesive-Free Cross-Laminated Timber

Journal of structural engineering (New York, N.Y.), 2022-09, Vol.148 (9)

2022

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The Cartis Form for the Seismic Vulnerability Assessment of Timber Large-Span Structures

Bolt fatigue parametric study of a bolted assembly

Experimental study of the mechanical behavior of timber-concrete shear connections with threaded reinforcing bars

Analysis of beam web panels with full length transverse stiffener in compression

Fire tests of steel‐to‐timber connections with high fire resistance

Experimental and numerical investigations of timber-concrete connections using variant forms of rebars

An optional connection material in timber structures: densified poplar

T-stubs with two and four bolts under monotonic and cyclic loading

Fatigue life assessment of bolted connections

Mechanical Behavior of Timber Joints with Laterally Loaded Multiple Densified Wood Dowels under the Loading Parallel to the Grain

Effects of stiffeners on anchor rod flexural strength in column base-plate connections

Modeling of bolted endplate beam-to-column joints with various stiffeners

Effects of glue-line thickness and manufacturing defects on the pull-out behavior of glued-in rods

Experimental and numerical study to evaluate the effect of thermostat settings on building energetic demands during the heating and transition seasons

Analysis of the behaviour of cover-plate stainless steel bolted connections

Mechanical Behavior and Modeling of Dowelled Steel-to-Timber Moment-Resisting Connections

Overstrength and ductility factors of XBF structures with pinned and fixed supports

Influence of the flexural rigidity of the bolt on the behavior of the T-stub steel connection

Load-carrying capacity of timber joints with multiple glued-in steel rods loaded parallel to grain

Uncertainty analysis of occupant behavior and building envelope materials in office building performance simulation

Verification of Precast Concrete Girder Bridge Under Static Load

Pullout Resistance of Densified Wood Dowel Welded by Rotation Friction

Mechanical Performance of Timber-to-Timber Joints with Densified Wood Dowels

Thermal modeling of the occupied multi-zone buildings taking into account the uncertainties of occupant behavior

Mechanical Properties of Adhesive-Free Cross-Laminated Timber

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