plain bars Recently Published Documents

10.1016/j.engstruct.2021.112120 ◽

2021 ◽

Vol 237 ◽

pp. 112120

Author(s):

Mariano Di Domenico ◽

Paolo Ricci ◽

Gerardo M. Verderame

Keyword(s):

Reinforced Concrete ◽

Seismic Response ◽

Concrete Columns ◽

Reinforced Concrete Columns ◽

Empirical Calibration ◽

Development of seismic fragility curves for the existing RC building with plain bars

European Journal of Environmental and Civil engineering ◽

10.1080/19648189.2020.1864667 ◽

2020 ◽

pp. 1-16

Author(s):

Mahdi Adibi ◽

Roozbeh Talebkhah

Keyword(s):

Fragility Curves ◽

Seismic Fragility ◽

Rc Building ◽

Rate-dependent bond performance of plain bars in concrete under biaxial transverse tensions

10.1016/j.engstruct.2020.110740 ◽

2020 ◽

Vol 216 ◽

pp. 110740

Author(s):

Xinru Li ◽

Zhimin Wu ◽

Jianjun Zheng ◽

Qi Cao

Keyword(s):

Bond Performance ◽

Rate Dependent ◽

Experimental behaviour and failure of beam-column joints with plain bars, low-strength concrete and different anchorage details

Engineering Failure Analysis ◽

10.1016/j.engfailanal.2019.104247 ◽

2020 ◽

Vol 109 ◽

pp. 104247 ◽

Cited By ~ 4

Author(s):

Cumhur Cosgun ◽

Ahmet Murat Turk ◽

Atakan Mangir ◽

Turgay Cosgun ◽

Guven Kiymaz

Keyword(s):

Strength Concrete ◽

Low Strength ◽

Plain Bars ◽

Experimental Behaviour ◽

Low Strength Concrete

Changes of bond strength properties of hot-dip galvanized plain bars with cement paste after 1 year of curing

Construction and Building Materials ◽

10.1016/j.conbuildmat.2019.07.147 ◽

2019 ◽

Vol 226 ◽

pp. 920-931 ◽

Cited By ~ 2

Author(s):

Petr Pokorný ◽

Radka Pernicová ◽

Petr Tej ◽

Jiří Kolísko

Keyword(s):

Bond Strength ◽

Cement Paste ◽

Strength Properties ◽

Bond properties for plain bars in frost-damaged concrete

Magazine of Concrete Research ◽

10.1680/jmacr.18.00061 ◽

2019 ◽

Vol 71 (18) ◽

pp. 975-988 ◽

Cited By ~ 1

Author(s):

Shanhua Xu ◽

Biao Nie ◽

Anbang Li

Keyword(s):

Bond Properties ◽

Corrigendum to “An empirical approach for nonlinear modelling and deformation capacity assessment of RC columns with plain bars” [Eng. Struct. 176 (2018) 539–554]

10.1016/j.engstruct.2018.10.042 ◽

2019 ◽

Vol 183 ◽

pp. 69

Author(s):

Gerardo M. Verderame ◽

Paolo Ricci

Keyword(s):

Empirical Approach ◽

Capacity Assessment ◽

Deformation Capacity ◽

Rc Columns ◽

Nonlinear Modelling ◽

An empirical approach for nonlinear modelling and deformation capacity assessment of RC columns with plain bars

10.1016/j.engstruct.2018.09.022 ◽

2018 ◽

Vol 176 ◽

pp. 539-554 ◽

Cited By ~ 3

Author(s):

Gerardo M. Verderame ◽

Paolo Ricci

Keyword(s):

Empirical Approach ◽

Capacity Assessment ◽

Deformation Capacity ◽

Rc Columns ◽

Nonlinear Modelling ◽

Empirical Model Of Unreinforced Beam-column RC Joints With Plain Bars

The Open Construction and Building Technology Journal ◽

10.2174/1874836801812010334 ◽

2018 ◽

Vol 12 (1) ◽

pp. 334-349

Author(s):

Teresa De Risi Maria ◽

Ricci Paolo ◽

Verderame Gerardo Mario

Keyword(s):

Empirical Model ◽

Empirical Model Of Unreinforced Beam-column RC Joints With Plain Bars

The Open Construction and Building Technology Journal ◽

10.2174/1874836801812010333 ◽

2018 ◽

Vol 12 (1) ◽

pp. 333-348

Author(s):

Teresa De Risi Maria ◽

Ricci Paolo ◽

Verderame Gerardo Mario

Keyword(s):

Empirical Model ◽