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Steffen Marx
Steffen Marx
Technische Universität Dresden, Institut für Massivbau, Professor für Ingenieurbau
Verifierad e-postadress på tu-dresden.de - Startsida
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Development of design and construction of high-speed railway bridges in Germany
C Kang, S Schneider, M Wenner, S Marx
Engineering structures 163, 184-196, 2018
902018
Concrete support structures for offshore wind turbines: Current status, challenges, and future trends
A Mathern, C von der Haar, S Marx
Energies 14 (7), 1995, 2021
892021
Fatigue behaviour of a normal‐strength concrete–number of cycles to failure and strain development
J Hümme, C von der Haar, L Lohaus, S Marx
Structural Concrete 17 (4), 637-645, 2016
582016
A brief review of developments and challenges for high-speed rail bridges in China and Germany
M Su, G Dai, S Marx, W Liu, S Zhang
Structural Engineering International 29 (1), 160-166, 2019
552019
Monitoring concept for the propagation of compressive fatigue in externally prestressed concrete beams using digital image correlation and fiber optic sensors
H Becks, A Baktheer, S Marx, M Classen, J Hegger, R Chudoba
Fatigue & Fracture of Engineering Materials & Structures 46 (2), 514-526, 2023
452023
Application of machine learning methods on real bridge monitoring data
F Wedel, S Marx
Engineering Structures 250, 113365, 2022
432022
Design aspects of concrete towers for wind turbines
C von der Haar, S Marx
Journal of the South African Institution of Civil Engineering 57 (4), 30-37, 2015
432015
Prestressing concrete members with fibre‐reinforced polymer reinforcement: State of research
K Zdanowicz, R Kotynia, S Marx
Structural Concrete 20 (3), 872-885, 2019
402019
Zum Einfluss der Belastungsfrequenz und der Spannungsgeschwindigkeit auf die Ermüdungsfestigkeit von Beton
S Schneider, D Vöcker, S Marx
Beton‐und Stahlbetonbau 107 (12), 836-845, 2012
382012
Crack monitoring on concrete structures: Comparison of various distributed fiber optic sensors with digital image correlation method
M Herbers, B Richter, D Gebauer, M Classen, S Marx
Structural Concrete 24 (5), 6123-6140, 2023
362023
A strain model for fatigue‐loaded concrete
C Von Der Haar, S Marx
Structural Concrete 19 (2), 463-471, 2018
342018
Integral railway bridges in Germany
S Marx, G Seidl
Structural Engineering International 21 (3), 332-340, 2011
342011
Development of stiffness and ultrasonic pulse velocity of fatigue loaded concrete
C von der Haar, S Marx
Structural Concrete 17 (4), 630-636, 2016
332016
Development of a resonant fatigue testing facility for large-scale beams in bending
S Schneider, R Herrmann, S Marx
International journal of fatigue 113, 171-183, 2018
322018
Leitfaden Gestaltung von Eisenbahnbrücken
J Schlaich
Fischer Druck, 2008
322008
Distributed fiber optic sensors for measuring strains of concrete, steel, and textile reinforcement: Possible fields of application
K Zdanowicz, D Gebauer, M Koschemann, K Speck, O Steinbock, ...
Structural Concrete 23 (6), 3367-3382, 2022
312022
Acoustic Emission analysis of a comprehensive database of wire breaks in prestressed concrete girders
M Käding, G Schacht, S Marx
Engineering Structures 270, 114846, 2022
312022
Design of railway bridges for dynamic loads due to high-speed traffic
S Schneider, S Marx
Engineering Structures 174, 396-406, 2018
302018
Untersuchungen zum Einfluss der Probekörpergröße auf den Ermüdungswiderstand von hochfestem Beton
S Schneider, J Hümme, S Marx, L Lohaus
Beton‐und Stahlbetonbau 113 (1), 58-67, 2018
292018
Die Scherkondetalbrücke, die erste semi‐integrale Talbrücke der DB AG auf der Neubaustrecke Erfurt–Leipzig/Halle VDE 8.2
S Marx, L Krontal, S Bätz, A Vehlow
Beton‐und Stahlbetonbau 105 (3), 134-141, 2010
292010
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