| Investigation of the shear behavior of RC beams on the basis of measured crack kinematics P Huber, T Huber, J Kollegger Engineering Structures 113, 41-58, 2016 | 140 | 2016 |
| Influence of aggregate interlock on the shear resistance of reinforced concrete beams without stirrups T Huber, P Huber, J Kollegger Engineering Structures 186, 26-42, 2019 | 61 | 2019 |
| Experimental investigation and analytical modelling of shear strength of thin walled textile-reinforced UHPC beams P Preinstorfer, P Huber, T Huber, B Kromoser, J Kollegger Engineering Structures 231, 111735, 2021 | 41 | 2021 |
| Design and fabrication of optimised ribbed concrete floor slabs using large scale 3D printed formwork J Burger, T Huber, E Lloret-Fritschi, J Mata-Falcón, F Gramazio, M Kohler Automation in Construction 144, 104599, 2022 | 35 | 2022 |
| Digitally fabricated ribbed concrete floor slabs: a sustainable solution for construction J Mata Falcón, P Bischof, T Huber, A Anton, JJ Burger, F Ranaudo, A Jipa, ... RILEM Technical Letters 7, 68-78, 2022 | 35 | 2022 |
| Influence of loading conditions on the shear capacity of post-tensioned beams with low shear reinforcement ratios P Huber, T Huber, J Kollegger Engineering Structures 170, 91-102, 2018 | 32 | 2018 |
| Berechnungsansatz zur Ermittlung der Schubtragfähigkeit bestehender Spannbetonbrückenträger mit geringem Querkraftbewehrungsgrad P Huber, B Kromoser, T Huber, J Kollegger Bauingenieur 91 (6), 227-237, 2016 | 28* | 2016 |
| Experimental and theoretical study on the shear behavior of single‐and multi‐span T‐and I‐shaped post‐tensioned beams P Huber, T Huber, J Kollegger Structural Concrete 21 (1), 393-408, 2020 | 26 | 2020 |
| Parametric design studies of mass-related global warming potential and construction costs of FRP-reinforced concrete infrastructure P Preinstorfer, T Huber, S Reichenbach, JM Lees, B Kromoser Polymers 14 (12), 2383, 2022 | 18 | 2022 |
| Structural design and testing of material optimized ribbed RC slabs with 3D printed formwork T Huber, J Burger, J Mata‐Falcón, W Kaufmann Structural Concrete 24 (2), 1932-1955, 2023 | 17 | 2023 |
| Semi‐precast segmental bridges: Development of a new construction method using thin‐walled prefabricated concrete elements S Fasching, T Huber, M Rath, J Kollegger Structural Concrete 22 (3), 1561-1573, 2021 | 16 | 2021 |
| Experimentelle Untersuchung zum Querkrafttragverhalten von Spannbetonträgern mit geringer Schubbewehrung P Huber, B Kromoser, T Huber, J Kollegger Bauingenieur 91 (6), 238-247, 2016 | 16* | 2016 |
| Rechnerische Beurteilung der Schubtragfähigkeit einer Spannbetonbrücke mit geringem Querkraft bewehrungsgrad: Erstmalige Anwendung des „Flexural Shear Crack”‐Modells in der Praxis P Huber, K Kratzer, T Huber, M Kleiser, J Kollegger Beton‐und Stahlbetonbau 111 (11), 706-715, 2016 | 10* | 2016 |
| Nachrechnung der Querkrafttragfähigkeit von mehrfeldrigen Spannbetonbrücken mit geringer Bügelbewehrung T Huber, P Huber, M Kleiser, J Kollegger Beton‐und Stahlbetonbau 113 (10), 705-715, 2018 | 9 | 2018 |
| Shear behavior of RC components with bent-up reinforcement bars based on photogrammetric measurements T Huber, P Huber, S Fasching, M Vill, J Kollegger Bauingenieur 95 (6), 181-193, 2020 | 8* | 2020 |
| Experimental investigation and mechanical modelling of shear failure in reinforced concrete members with plain and ribbed bent-up bars T Huber, F Untermarzoner, J Kollegger Engineering Structures 283, 115793, 2023 | 7 | 2023 |
| Semi-Precast Segmental Bridge Construction Method: Experimental Investigation on the Shear Transfer in Longitudinal and Transverse Direction SJ Fasching, T Huber, M Rath, J Kollegger Applied Sciences 11 (12), 5502, 2021 | 4 | 2021 |
| Versuche zum Querkrafttragverhalten von Strahlbetonträgern mit und ohne Schubbewehrung T Huber | 3 | 2014 |
| Querkraftmodell für bestehende Stahlbetonbauteile mit aufgebogenen Längsstäben T Huber, P Huber, J Kollegger Beton‐und Stahlbetonbau 115 (10), 811-820, 2020 | 2* | 2020 |
| Beurteilung der Querkrafttragfähigkeit bestehender Stahlbetonplattenbrücken mit Aufbiegungen T Huber Technische Universität Wien, 2019 | 2 | 2019 |
Patrick HuberFCP ZT GmbH在 tuwien.ac.at 的电子邮件经过验证
