Boyan Mihaylov
Cited by
Cited by
Two-Parameter Kinematic Theory for Shear Behavior of Deep Beams.
BI Mihaylov, EC Bentz, MP Collins
ACI Structural Journal 110 (3), 2013
Behavior of Large Deep Beams Subjected to Monotonic and Reversed Cyclic Shear.
BI Mihaylov, EC Bentz, MP Collins
ACI Structural Journal 107 (6), 2010
A comparative study of models for shear strength of reinforced concrete deep beams
J Liu, BI Mihaylov
Engineering Structures 112, 81-89, 2016
Five‐spring model for complete shear behaviour of deep beams
B Mihaylov
Structural concrete 16 (1), 71-83, 2015
Three-Parameter Kinematic Theory for Shear Behavior of Continuous Deep Beams.
BI Mihaylov, B Hunt, EC Bentz, MP Collins
ACI Structural Journal 112 (1), 2015
Three-parameter kinematic theory for shear-dominated reinforced concrete walls
BI Mihaylov, P Hannewald, K Beyer
Journal of Structural Engineering 142 (7), 04016041, 2016
Shear-flexure interaction in the critical sections of short coupling beams
BI Mihaylov, R Franssen
Engineering Structures 152, 370-380, 2017
Behavior of deep reinforced concrete beams under monotonic and reversed cyclic load
B Mihaylov
UNIPEV-Università degli Studi di Pavia, 2008
Investigation of shear and flexural failures of dapped-end connections with orthogonal reinforcement
C Rajapakse, H Degée, B Mihaylov
Engineering Structures 260, 114233, 2022
Two-parameter kinematic approach for shear strength of deep concrete beams with internal FRP reinforcement
BI Mihaylov
Journal of composites for construction 21 (2), 04016094, 2017
Assessment of failure along re-entrant corner cracks in existing RC dapped-end connections
C Rajapakse, H Degée, B Mihaylov
Structural Engineering International 31 (2), 216-226, 2021
Framework for crack-based assessment of existing lightly reinforced concrete deep members
AN Trandafir, DK Palipana, GT Proestos, BI Mihaylov
ACI Structural Journal 119 (1), 255-266, 2022
Evaluating the shear resistance of deep beams loaded or supported by wide elements
GT Proestos, DK Palipana, BI Mihaylov
Engineering Structures 226, 111368, 2021
Modeling the shear behavior of deep beams strengthened with FRP sheets
E Fathalla, R Rajapakse, BI Mihaylov
Engineering Structures 260, 114232, 2022
Two‐parameter kinematic approach for complete shear behavior of deep FRC beams
B Mihaylov, J Liu, K Tvrznikova
Structural Concrete 21 (1), 362-375, 2020
Effect of member size and tendon layout on shear behavior of post-tensioned beams
BI Mihaylov, J Liu, K Simionopoulos, EC Bentz, MP Collins
ACI Structural Journal 116 (4), 265-274, 2019
A kinematics-based approach for the shear strength of short fibre-reinforced concrete coupling beams
B Mihaylov
Engineering Structures 182, 501-509, 2019
Shear Response of Prestressed Thin-Webbed Continuous Girders.
MP Collins, L Xie, BI Mihaylov, EC Bentz
ACI Structural Journal 113 (3), 2016
Behavior of Deep Beams with Large Headed Bars.
BI Mihaylov, EC Bentz, MP Collins
ACI Structural Journal 110 (6), 2013
Shear strength of RC deep beams with web openings based on two‐parameter kinematic theory
J Liu, B Mihaylov
Structural Concrete 21 (1), 349-361, 2020
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