| Two-Parameter Kinematic Theory for Shear Behavior of Deep Beams. BI Mihaylov, EC Bentz, MP Collins ACI Structural Journal 110 (3), 2013 | 124 | 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 | 69 | 2010 |
| A comparative study of models for shear strength of reinforced concrete deep beams J Liu, BI Mihaylov Engineering Structures 112, 81-89, 2016 | 57 | 2016 |
| Five‐spring model for complete shear behaviour of deep beams B Mihaylov Structural concrete 16 (1), 71-83, 2015 | 39 | 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 | 39 | 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 | 38 | 2016 |
| Shear-flexure interaction in the critical sections of short coupling beams BI Mihaylov, R Franssen Engineering Structures 152, 370-380, 2017 | 23 | 2017 |
| Behavior of deep reinforced concrete beams under monotonic and reversed cyclic load B Mihaylov UNIPEV-Università degli Studi di Pavia, 2008 | 15 | 2008 |
| 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 | 14 | 2017 |
| Investigation of shear and flexural failures of dapped-end connections with orthogonal reinforcement C Rajapakse, H Degée, B Mihaylov Engineering Structures 260, 114233, 2022 | 13 | 2022 |
| 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 | 13 | 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 | 11 | 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 | 11 | 2021 |
| Modeling the shear behavior of deep beams strengthened with FRP sheets E Fathalla, R Rajapakse, BI Mihaylov Engineering Structures 260, 114232, 2022 | 10 | 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 | 10 | 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 | 10 | 2019 |
| A kinematics-based approach for the shear strength of short fibre-reinforced concrete coupling beams B Mihaylov Engineering Structures 182, 501-509, 2019 | 10 | 2019 |
| Shear Response of Prestressed Thin-Webbed Continuous Girders. MP Collins, L Xie, BI Mihaylov, EC Bentz ACI Structural Journal 113 (3), 2016 | 10 | 2016 |
| Behavior of Deep Beams with Large Headed Bars. BI Mihaylov, EC Bentz, MP Collins ACI Structural Journal 110 (6), 2013 | 10 | 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 | 9 | 2020 |
Jian LiuXi'an Jiaotong-Liverpool UniversityVerifierad e-postadress på xjtlu.edu.cn
