The use of the Structural Engineering Platform results in numerous high-quality scientific publications each year. Over the last years, on average 100 publications per year were produced (not counting students works, etc.), as can be seen in the graph below. The decline observed over the last three years can be explained by the Covid restriction period and also, since 2021, by several renewals of Professors in structural engineering, which will continue until 2024.
The use of the Structural Engineering Platform results in numerous high-quality scientific publications each year. Over the last years, on average 100 publications per year were produced (not counting students works, etc.). The high publication production reflects the many experimental activities carried out by researchers in the domain of structural engineering. The evolution of the numbers of the different types of researchers is shown in the graph below. A list of representative publications is given below as well (with direct link to Infoscience).
The decline observed over the last three years can be explained by the Covid restriction period and also, since 2021, by several renewals of Professors in structural engineering (will continue until 2024).
List of selected representative publications in peer-reviewed journals & conferences
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× 2024 Strain-based analysis on the influence of local undercut geometry on fatigue crack initiation life A. Niraula ; H. Remes ; A. Nussbaumer
International Journal of Fatigue . 2024-09-01. Vol. 186 , p. 108392. DOI : 10.1016/j.ijfatigue.2024.108392. Influence of fiber orientation on the high cycle tensile fatigue resistance of Ultra-High Performance Fiber Reinforced Cementitious J. Zhan ; A. Nussbaumer ; E. Bruhwiler
International Journal Of Fatigue . 2024-03-01. Vol. 180 , p. 108103. DOI : 10.1016/j.ijfatigue.2023.108103. 2023 Elastic limit tensile stress of UHPFRC: Method of determination and effect of fiber orientation J. Zhan ; E. Denarié ; E. Brühwiler
Cement and Concrete Composites . 2023-07-01. Vol. 140 , num. 105122 . DOI : 10.1016/j.cemconcomp.2023.105122. A simplified analysis method for long-span suspension bridges within the deck overlay retrofitting process from asphalt to UHPC J. Cao ; X. Shao ; J. Zhan ; J. Zhang ; Y. Wang
Engineering Structures . 2023-05-24. Vol. 289 , p. 116122. DOI : 10.1016/j.engstruct.2023.116122. Exploring the potential of the critical shear crack theory for reinforced and post-tensioned glass beams: Initial analysis and experiments J. Cupac ; C. Louter ; A. Nussbaumer
Engineering Structures . 2023-03-15. Vol. 279 , p. 115554. DOI : 10.1016/j.engstruct.2022.115554. Experiments on the flexural behavior of full-scale PC box girders with service damage strengthened by prestressed CFRP plates L. Duan ; C. Wang ; E. Bruehwiler ; Q. Wang
Composite Structures . 2023-03-06. Vol. 312 , p. 116864. DOI : 10.1016/j.compstruct.2023.116864. Editorial: Structural sensing for asset management N. Bertola ; Y. Reuland ; E. Bruhwiler
Frontiers In Built Environment . 2023-02-28. Vol. 9 , p. 1164719. DOI : 10.3389/fbuil.2023.1164719. Predicting the effect of non-uniform fiber distribution on the tensile response of ultra-high-performance fiber reinforced concrete by magnetic inductance-based finite element analysis D. A. Tran ; X. Shen ; L. Sorelli ; M. Ben Ftima ; E. Bruhwiler
Cement & Concrete Composites . 2023-01-01. Vol. 135 , p. 104810. DOI : 10.1016/j.cemconcomp.2022.104810. Sensing the structural behavior: A perspective on the usefulness of monitoring information for bridge examination N. Bertola ; Y. Reuland ; E. Brühwiler
Frontiers in Built Environment . 2023-01-04. Vol. 8 , p. 1045134. DOI : 10.3389/fbuil.2022.1045134. 2022 Anchorage of shear reinforcement in beams and slabs F. Monney ; Q. Yu ; M. F. Ruiz ; A. Muttoni
Engineering Structures . 2022-08-15. Vol. 265 , p. 114340. DOI : 10.1016/j.engstruct.2022.114340. Low-damage steel structures for enhanced life-cycle seismic performance D. G. Lignos ; M. Paronesso
Stahlbau . 2022-05-02. Vol. 91 , num. 5 , p. 315-325. DOI : 10.1002/stab.202200023. Augmented-reality-assisted timber drilling with smart retrofitted tools A. Settimi ; J. Gamerro ; Y. Weinand
Automation in Construction . 2022-04-29. Vol. 139 , p. 104272. DOI : 10.1016/j.autcon.2022.104272. Development and Experimental Validation of Dissipative Embedded Column Base Connections for Enhanced Seismic Performance of Steel Moment-Resisting Frames H. Inamasu ; A. d. C. e. Sousa ; D. G. Lignos
Journal Of Structural Engineering . 2022-03-01. Vol. 148 , num. 3 , p. 04021280. DOI : 10.1061/(ASCE)ST.1943-541X.0003259. Proposed nonlinear macro-model for seismic risk assessment of composite-steel moment resisting frames H. El Jisr ; M. Kohrangi ; D. G. Lignos
Earthquake Engineering & Structural Dynamics . 2022-02-23. Vol. 51 , num. 5 , p. 1180-1200. DOI : 10.1002/eqe.3610. Erneuerung einer festen Fahrbahn der Bahn unter Verwendung von UHFB – weltweit erstmaliger Einsatz von UHFB im Gleisbau – Teil 2: Übersicht der statischen Nachweise, Dimensionierung der hochleistungsfähigen Schwellensockel aus UHFB A. Hochuli ; J-G. Trouillet ; E. Brühwiler ; O. Schulz ; M. Hoffmann
Bautechnik . 2022. Vol. 99 , num. 1 , p. 10-17. DOI : 10.1002/bate.202100040. Quantification of influence of monitoring duration on measured traffic action effects on fatigue of RC deck slabs of road bridges B. Sawicki ; E. Bruhwiler
Structure And Infrastructure Engineering . 2022-03-28. DOI : 10.1080/15732479.2022.2059527. Characterization of shear deformations in reinforced concrete members without shear reinforcement R. Cantone ; A. Setiawan ; M. F. Ruiz ; A. Muttoni
Engineering Structures . 2022-04-15. Vol. 257 , p. 113910. DOI : 10.1016/j.engstruct.2022.113910. Experimental investigation of a keying joint cast in UHPFRC between precast UHPFRC bridge elements N. J. Bertola ; N. T. Trinh ; E. Garcia ; E. Brühwiler
Materials and Structures . 2022-03-19. Vol. 55 , num. 3 . DOI : 10.1617/s11527-022-01931-x. Inverse Analysis of R-UHPFRC Beams to Determine the Flexural Response under Service Loading and at Ultimate Resistance B. Sawicki ; E. Brühwiler ; E. Denarié
ASCE Journal of Structural Engineering . 2022. Vol. 148 , num. 2 . DOI : 10.1061/(ASCE)ST.1943-541X.0003239. Instability of Thin Concrete Walls with a Single Layer of Reinforcement under Cyclic Loading: Numerical Simulation and Improved Equivalent Boundary Element Model for Assessment A. Rosso ; L. A. Jimenez-Roa ; J. P. De Almeida ; K. Beyer
Journal Of Earthquake Engineering . 2022. Vol. 26 , num. 1 , p. 493-524. DOI : 10.1080/13632469.2019.1691679. 2021 Experimental study of sliding friction damper with composite materials for earthquake resistant structures M. Paronesso ; D. G. Lignos
Engineering Structures . 2021-12-01. Vol. 248 , p. 113063. DOI : 10.1016/j.engstruct.2021.113063. Spherical cap harmonic analysis (SCHA) for characterising the morphology of rough surface patches M. Shaqfa ; G. P. Choi ; K. Beyer ; M. Shaqfa ; K. Beyer
Powder Technology . 2021-08-04. Vol. 393 , p. 837-856. DOI : 10.1016/j.powtec.2021.07.081. Tensile response of Ultra High Performance PE Fiber Reinforced Concretes (PE-UHPFRC) under imposed shrinkage deformations A. Hajiesmaeili ; M. A. Hafiz ; E. Denarié
Materials and Structures . 2021-05-06. Vol. 54 , p. 114. DOI : 10.1617/s11527-021-01621-0. Capillary flow in UHPFRC with synthetic fibers, under high tensile stresses A. Hajiesmaeili ; E. Denarié
Cement and Concrete Research . 2021-05-01. Vol. 143 , p. 106368. DOI : 10.1016/j.cemconres.2021.106368. RC U-shaped walls subjected to in-plane, diagonal, and torsional loading: New experimental findings R. Hoult ; K. Beyer
Engineering Structures . 2021-04-15. Vol. 233 , p. 111873. DOI : 10.1016/j.engstruct.2021.111873. Constitutive Modeling of Structural Steels: Nonlinear Isotropic/Kinematic Hardening Material Model and Its Calibration A. R. Hartloper ; A. de Castro e Sousa ; D. G. Lignos
Journal Of Structural Engineering . 2021-04-01. Vol. 147 , num. 4 , p. 04021031. DOI : 10.1061/(ASCE)ST.1943-541X.0002964. Post-tensioning of glass beams: Analytical determination of the allowable pre-load J. Cupac ; C. Louter ; A. Nussbaumer
Glass Structures & Engineering . 2021-03-30. Vol. 6 , p. 233–248. DOI : 10.1007/s40940-021-00150-0. Seismic design of non-dissipative embedded column base connections H. Inamasu ; A. Kanvinde ; D. Lignos
Journal of Constructional Steel Research . 2021-02-01. Vol. 177 , p. 106417. DOI : 10.1016/j.jcsr.2020.106417. Investigating the cracking of plastered stone masonry walls under shear–compression loading A. Rezaie ; M. Godio ; K. Beyer
Construction and Building Materials . 2021. Vol. 306 , p. 124831. DOI : 10.1016/j.conbuildmat.2021.124831. Deformational behavior and damage mechanism of R-UHPFRC beam subjected to fatigue loading B. W. Sawicki ; E. Brühwiler ; A. Bassil
Materials and Structures . 2021-07-12. Vol. 54 , num. 4 , p. 158. DOI : 10.1617/s11527-021-01745-3. Design against splitting failures in reinforced concrete due to concentrated forces and minimum bend diameter of reinforcement F. Monney ; M. Fernández Ruiz ; A. Muttoni
Engineering Structures . 2021-08-02. Vol. 245 , p. 112902. DOI : 10.1016/j.engstruct.2021.112902. The influence of transverse reinforcement and yielding of flexural reinforcement on the shear-transfer actions of RC members A. M. Lopez ; M. F. Ruiz ; P. F. M. Sosa
Engineering Structures . 2021-05-01. Vol. 234 , p. 111949. DOI : 10.1016/j.engstruct.2021.111949. Spalling of concrete cover induced by reinforcement F. Moccia ; M. Fernández Ruiz ; A. Muttoni
Engineering Structures . 2021-04-04. Vol. 237 , p. 112188. DOI : 10.1016/j.engstruct.2021.112188. Heinz Isler’s twin shell roof in Deitingen – preservation of a ‘timeless wing beat’ E. Brühwiler
Proceedings of the Institution of Civil Engineers – Engineering History and Heritage . 2021. Vol. 174 , num. 3 , p. 133-138. DOI : 10.1680/jenhh.20.00013. Anchor-yield exposed column bases for minimizing residual deformations in seismic-resistant steel moment frames H. Inamasu ; A. d. C. e. Sousa ; G. Gueell ; D. G. Lignos
Earthquake Engineering & Structural Dynamics . 2021. Vol. 50 , num. 4 , p. 1083-1100. DOI : 10.1002/eqe.3392. Concrete compressive strength: From material characterization to a structural value F. Moccia ; Q. Yu ; M. Fernandez Ruiz ; A. Muttoni
Structural Concrete . 2021. Vol. 22 , num. S1 , p. E634-E654. DOI : 10.1002/suco.202000211. 2020 Fatigue properties of as-welded and post-weld-treated high-strength steel joints: The influence of constant and variable amplitude loads H. C. Yildirim ; H. Remes ; A. Nussbaumer
International Journal Of Fatigue . 2020-09-01. Vol. 138 , p. 105687. DOI : 10.1016/j.ijfatigue.2020.105687. Consistency in Solving the Inverse Problem of the Voce-Chaboche Constitutive Model for Plastic Straining A. A. Sousa ; Y. Suzuki ; D. Lignos
ASCE Journal of Engineering Mechanics . 2020-06-27. Vol. 146 , num. 9 , p. 04020097. DOI : 10.1061/(ASCE)EM.1943-7889.0001839. Experimental investigations on the load-carrying capacity of digitally produced wood-wood connections J. Gamerro ; J. F. Bocquet ; Y. Weinand
Engineering Structures . 2020-03-24. Vol. 213 , p. 110576. DOI : 10.1016/j.engstruct.2020.110576. A Calculation Method for Interconnected Timber Elements Using Wood-Wood Connections J. Gamerro ; J. F. Bocquet ; Y. Weinand
Buildings . 2020-03-20. Vol. 10 , num. 3 , p. 61. DOI : 10.3390/buildings10030061. An analytical inverse analysis to determine equi-biaxial tensile properties of strain-hardening UHPFRC from ring-on-ring test X. Shen ; E. Brühwiler ; E. Denarié ; P. Wanghu
Materials and Structures . 2020. Vol. 53 , p. 123. DOI : 10.1617/s11527-020-01553-1. Biaxial flexural fatigue behavior of strain-hardening UHPFRC thin slab elements X. Shen ; E. Brühwiler
International Journal of Fatigue . 2020. Vol. 138 , p. 105727. DOI : 10.1016/j.ijfatigue.2020.105727. A detailed view on the rebar–to–concrete interaction based on refined measurement techniques R. Cantone ; M. Fernández Ruiz ; A. Muttoni
Engineering Structures . 2020-10-15. Vol. 226 , p. 111332. DOI : 10.1016/j.engstruct.2020.111332. Tensile response of UHPFRC under very low strain rates and low temperatures M. A. Hafiz ; E. Denarié
Cement and Concrete Research . 2020. Vol. 133 , p. 106067. DOI : 10.1016/j.cemconres.2020.106067. Tensile response of textile reinforced concrete P. Valeri ; M. F. Ruiz ; A. Muttoni
Construction And Building Materials . 2020-10-20. Vol. 258 , p. 119517. DOI : 10.1016/j.conbuildmat.2020.119517. Comparison of crack segmentation using digital image correlation measurements and deep learning A. Rezaie ; R. Achanta ; M. Godio ; K. Beyer
Construction and Building Materials . 2020. Vol. 261 , p. 1-12, 120474. DOI : 10.1016/j.conbuildmat.2020.120474. Force and Shape Control Strategies for Minimum Energy Adaptive Structures G. Senatore ; A. P. Reksowardojo
Frontiers in Built Environment . 2020-07-22. Vol. 6 , p. 105. DOI : 10.3389/fbuil.2020.00105. Modelling of the tensile behavior of SH-UHPFRC at low and high stress levels, under very low loading rates M. A. Hafiz ; E. Denarié
Construction and Building Materials . 2020. Vol. 255 , p. 119338. DOI : 10.1016/j.conbuildmat.2020.119338. Sensitivity analysis of fractal dimensions of crack maps on concrete and masonry walls A. Rezaie ; A. J. Mauron ; K. Beyer
Automation in Construction . 2020. Vol. 117 , p. 103258. DOI : 10.1016/j.autcon.2020.103258. Experimental investigation of strength, stiffness and drift capacity of rubble stone masonry walls A. Rezaie ; M. Godio ; K. Beyer
Construction and Building Materials . 2020. Vol. 251 , p. 1-17, 118972. DOI : 10.1016/j.conbuildmat.2020.118972. Long‑term strain measurements of traffic and temperature effects on an RC bridge deck slab strengthened with an R‑UHPFRC layer B. Sawicki ; E. Brühwiler
Journal of Civil Structural Health Monitoring . 2020. Vol. 10 , p. 333–344. DOI : 10.1007/s13349-020-00387-3. Influence of low curing temperatures on the tensile response of low clinker Strain Hardening UHPFRC under full restraint M. A. Hafiz ; J. Skibsted ; E. Denarié
Cement and Concrete Research . 2020. Vol. 128 , p. 105940. DOI : 10.1016/j.cemconres.2019.105940. Design of structures that adapt to loads through large shape changes A. P. Reksowardojo ; G. Senatore ; I. F. C. Smith
The Journal of Structural Engineering (ASCE) . 2020. Vol. 146 , num. 5 , p. 04020068. DOI : 10.1061/(ASCE)ST.1943-541X.0002604. UHPFRC technology to enhance the performance of existing concrete bridges E. Brühwiler
Structure and Infrastructure Engineering . 2020. Vol. 16 , num. 1 , p. 94-105. DOI : 10.1080/15732479.2019.1605395. Damage Mitigation of Near-Full–Scale Deployable Tensegrity Structure through Behavior Biomimetics A. C. Sychterz ; I. F. C. Smith
Journal of Structural Engineering . 2020. Vol. 146 , num. 1 , p. 04019181. DOI : 10.1061/(ASCE)ST.1943-541X.0002470. 2019 Review of fundamental assumptions of the Two-Phase model for aggregate interlocking in cracked concrete using numerical methods and experimental evidence M. Pundir ; M. Tirassa ; M. F. Ruiz ; A. Muttoni ; G. Anciaux
Cement And Concrete Research . 2019-11-01. Vol. 125 , p. 105855. DOI : 10.1016/j.cemconres.2019.105855. Stress ratio effect on tension-tension fatigue behavior of angle-ply GFRP laminates A. V. Movahedi-Rad ; T. Keller ; A. P. Vassilopoulos
International Journal Of Fatigue . 2019-09-01. Vol. 126 , p. 103-111. DOI : 10.1016/j.ijfatigue.2019.04.037. Experimental push-out investigation on the in-plane force-deformation behavior of integrally-attached timber Through-Tenon joints H. Burton ; A. Rezaei Rad ; Y. Weinand
Construction And Building Materials . 2019-08-10. Vol. 215 , p. 925-940. DOI : 10.1016/j.conbuildmat.2019.04.156. Creep effects on tension-tension fatigue behavior of angle-ply GFRP composite laminates A. V. Movahedi-Rad ; T. Keller ; A. P. Vassilopoulos
International Journal of Fatigue . 2019-06-01. Vol. 123 , p. 144-156. DOI : 10.1016/j.ijfatigue.2019.02.010. Performance assessment of through-tenon timber joints under tension loads A. Rezaei Rad ; H. Burton ; Y. Weinand
Construction and Building Materials . 2019-05-20. Vol. 207 , p. 706-721. DOI : 10.1016/j.conbuildmat.2019.02.112. Uniaxial Cyclic Tests on Reinforced Concrete Members with Lap Splices D. Tarquini ; J. P. Almeida ; K. Beyer
Earthquake Spectra . 2019-05-01. Vol. 35 , num. 2 , p. 1023-1043. DOI : 10.1193/041418EQS091DP. Numerical Simulation of the Semi-Rigid Behaviour of Integrally Attached Timber Folded Surface Structures A. Stitic ; A. C. Nguyen ; A. Rezaei Rad ; Y. Weinand
Buildings . 2019-02-01. Vol. 9 , num. 2 , p. 55. DOI : 10.3390/buildings9020055. Multiaxial ultra low cycle fatigue in welded high strength steel structural components A. de Castro e Sousa ; A. Nussbaumer
Journal of Constructional Steel Research . 2019-02-01. Vol. 153 , p. 473-482. DOI : 10.1016/j.jcsr.2018.10.028. From experimental evidence to mechanical modeling and design expressions: The Critical Shear Crack Theory for shear design A. Muttoni ; M. F. Ruiz
Structural Concrete . 2019-08-01. Vol. 20 , num. 4 , p. 1464-1480. DOI : 10.1002/suco.201900193. Quantification of traffic and temperature effects on the fatigue safety of a reinforced-concrete bridge deck based on monitoring data I. Bayane ; A. Mankar ; E. Brühwiler ; J. D. Sorensen
Engineering Structures . 2019. Vol. 196 , p. 109357. DOI : 10.1016/j.engstruct.2019.109357. Structural response of French offshore heritage lighthouses E. Denarié ; N. Fady
Philosophical Transactions of the Royal Society A . 2019. Vol. 377 , num. 2155 . DOI : 10.1098/rsta.2019.0011. Tensile response of low clinker UHPFRC subjected to fully restrained shrinkage M. A. Hafiz ; A. Hajiesmaeili ; E. Denarié
Cement and Concrete Research . 2019. Vol. 124 , p. 105804. DOI : 10.1016/j.cemconres.2019.105804. Two-step phase shifting interferometry based on orientation selective monogenic filtering R. Kulkarni ; P. Rastogi
Optics Communications . 2019-11-01. Vol. 450 , p. 208-215. DOI : 10.1016/j.optcom.2019.05.069. Characteristics of a bridge condition assessment method based on state representation methodology (SRM) and damage detection sensitivity A. Yabe ; A. Miyamoto ; E. Bruehwiler
Journal of Civil Structural Health Monitoring . 2019-04-01. Vol. 9 , num. 2 , p. 233-251. DOI : 10.1007/s13349-019-00328-9. Assessing the compressive strength of concrete under sustained actions: From refined models to simple design expressions D. Tasevski ; M. Fernández Ruiz ; A. Muttoni
Structural Concrete . 2019. Vol. 20 , num. 3 , p. 971-985. DOI : 10.1002/suco.201800303. Design and construction of a railway bridge in reinforced UHPFRC – World’s first UHPFRC bridge on a main railway line E. Brühwiler ; H. Friedl ; C. Rupp ; H. Escher
Beton- und Stahlbetonbau . 2019. Vol. 114 , num. 5 , p. 337-345. DOI : 10.1002/best.201900010. Quasi-static shear-compression tests on stone masonry walls with plaster: Influence of load history and axial load ratio M. Godio ; F. Vanin ; S. Zhang ; K. Beyer
Engineering Structures . 2019. Vol. 192 , p. 264-278. DOI : 10.1016/j.engstruct.2019.04.041. A model-based data-interpretation framework for post-earthquake building assessment with scarce measurement data Y. Reuland ; P. Lestuzzi ; I. F. C. Smith
Soil Dynamics and Earthquake Engineering . 2019. num. 116 , p. 253-263. DOI : 10.1016/j.soildyn.2018.10.008. 2018 Analytical and empirical models for predicting the drift capacity of modern unreinforced masonry walls B. V. Wilding ; K. Beyer
Earthquake Engineering & Structural Dynamics . 2018-05-21. Vol. 47 , num. 10 , p. 2012-2031. DOI : 10.1002/eqe.3053. Using dynamic measurements to detect and locate ruptured cables on a tensegrity structure A. C. Sychterz ; I. F. C. Smith
Engineering Structures . 2018. Vol. 173 , p. 631-642. DOI : 10.1016/j.engstruct.2018.06.083. Overpass bridge of the L3378 road near Fulda-Lehnerz First application of UHPFRC in road bridge construction in Germany. Part 1 E. Pelke ; A. Jaborek ; D. Berger ; E. Bruehwiler
Beton- Und Stahlbetonbau . 2018-11-01. Vol. 113 , num. 11 , p. 831-841. DOI : 10.1002/best.201800050. Interrupted tension-tension fatigue behavior of angle-ply GFRP composite laminates A. Movahedi-Rad ; T. Keller ; A. Vassilopoulos
INTERNATIONAL JOURNAL OF FATIGUE . 2018. Vol. 113 , p. 377-388. DOI : 10.1016/j.ijfatigue.2018.05.001. Demodulation of moire fringes in digital holographic interferometry using an extended Kalman filter J. Ramaiah ; P. Rastogi ; G. Rajshekhar
APPLIED OPTICS . 2018. Vol. 57 , num. 8 , p. 1944-1949. DOI : 10.1364/AO.57.001944. Compressive Strength and Deformation Capacity of Concrete under Sustained Loading and Low Stress Rates D. Tasevski ; M. F. Ruiz ; A. Muttoni
Journal of Advanced Concrete Technology . 2018. Vol. 16 , num. 8 , p. 396-415. DOI : 10.3151/jact.16.396. Validation of the Critical Shear Crack Theory for punching of slabs without transverse reinforcement by means of a refined mechanical model J. T. Simões ; M. Fernández Ruiz ; A. Muttoni
Structural Concrete . 2018. Vol. 19 , num. 1 , p. 191-216. DOI : 10.1002/suco.201700280. Deployment and Shape Change of a Tensegrity Structure Using Path-Planning and Feedback Control A. C. Sychterz ; I. F. C. Smith
Frontiers in Built Environment . 2018. Vol. 4 , p. 45. DOI : 10.3389/fbuil.2018.00045. Fatigue Strength Upgrading of Cover Plate Ends by Welded Extensions in Existing Steel Bridge Girders V. Grigoriou ; A. Nussbaumer ; D. Lignos
Journal of Bridge Engineering . 2018. Vol. 23 , num. 7 , p. 04018037. DOI : 10.1061/(ASCE)BE.1943-5592.0001228. Mechanical Model for Drift-Induced Punching of Slab-Column Connections without Transverse Reinforcement I-S. Drakatos ; A. Muttoni ; K. Beyer
ACI Structural Journal . 2018. Vol. 115 , num. 2 , p. 463-474. DOI : 10.14359/51701110. Evaluation of the seismic retrofitting of an unreinforced masonry building using numerical modeling and ambient vibration measurements C. Michel ; A. Karbassi ; P. Lestuzzi
Engineering Structures . 2018. Vol. 158 , p. 124-135. DOI : 10.1016/j.engstruct.2017.12.016. Shear-compression tests of URM walls: Various setups and their influence on experimental results B. V. Wilding ; K. M. Dolatshahi ; K. Beyer
Engineering Structures . 2018. Vol. 156 , p. 472-479. DOI : 10.1016/j.engstruct.2017.11.057. Rotational mechanical behaviour of wood-wood connections with application to double-layered folded timber-plate structure J. Gamerro ; C. Robeller ; Y. Weinand
Construction and Building Materials . 2018. Vol. 165 , p. 434-442. DOI : 10.1016/j.conbuildmat.2017.12.178. Le BFUP pour ajouter de la plus-value aux ouvrages en béton armé E. Brühwiler ; P. Schiltz
Tracés . 2018. Vol. 02/2018 , p. 6-10. A mechanical model for failures in shear of members without transverse reinforcement based on development of a critical shear crack F. Cavagnis ; M. Fernández Ruiz ; A. Muttoni
Engineering Structures . 2018. Vol. 157 , p. 300-315. DOI : 10.1016/j.engstruct.2017.12.004. Load transfer mechanisms in CFRP ground anchors with multi-strap ends H. Fan ; A. P. Vassilopoulos ; T. Keller
Composite Structures . 2018. Vol. 184 , p. 125-134. DOI : 10.1016/j.compstruct.2017.09.111. Experimental investigation of the influence of integral mechanical attachments on structural behaviour of timber folded surface structures A. Stitic ; C. Robeller ; Y. Weinand
Thin-Walled Structures . 2018. Vol. 122 , p. 314-328. DOI : 10.1016/j.tws.2017.10.001. An analysis of the shear-transfer actions in reinforced concrete members without transverse reinforcement based on refined experimental measurements F. Cavagnis ; M. Fernández Ruiz ; A. Muttoni
Structural concrete . 2018. Vol. 19 , num. 1 , p. 49-64. DOI : 10.1002/suco.201700145. The theoretical principles of the critical shear crack theory for punching shear failures and derivation of consistent closed-form design expressions A. Muttoni ; M. Fernández Ruiz ; J. T. Simões
Structural concrete . 2018. Vol. 19 , num. 1 , p. 174-190. DOI : 10.1002/suco.201700088. Size effect in shear and punching shear failures of concrete members without transverse reinforcement: Differences between statically determinate members and redundant structures M. Fernández Ruiz ; A. Muttoni
Structural concrete . 2018. Vol. 19 , num. 1 , p. 65-75. DOI : 10.1002/suco.201700059. 2017 Théâtre Vidy Lausanne – A Double-Layered Timber Folded Plate Structure C. Robeller ; J. Gamerro ; Y. Weinand
Journal of the International Association for Shell and Spatial Structures . 2017. Vol. 58 , num. 4 , p. 295-314. DOI : 10.20898/j.iass.2017.194.864. Adaptive control of a deployable tensegrity structure N. Veuve ; A. C. Sychterz ; I. F. C. Smith
Engineering Structures . 2017. Vol. 152 , p. 14-23. DOI : 10.1016/j.engstruct.2017.08.062. Joint Friction during Deployment of a Near-Full-Scale Tensegrity Footbridge A. C. Sychterz ; I. F. C. Smith
Journal Of Structural Engineering . 2017. Vol. 143 , num. 9 , p. 04017081. DOI : 10.1061/(Asce)St.1943-541X.0001817. Fatigue performance of a cold-curing structural epoxy adhesive subjected to moist environments M. Savvilotidou ; T. Keller ; A. P. Vassilopoulos
International Journal of Fatigue . 2017. Vol. 103 , p. 405-414. DOI : 10.1016/j.ijfatigue.2017.06.022. Experimental validation of a railway bridge made of a reinforced UHPFRC-T-beam G. Borkowski ; K. Thoma ; E. Bruehwiler ; C. Rupp
Beton- Und Stahlbetonbau . 2017. Vol. 112 , num. 6 , p. 320-328. DOI : 10.1002/best.201700001. Probabilistic S-N curves for constant and variable amplitude C. Baptista ; A. Reis ; A. Nussbaumer
International Journal Of Fatigue . 2017. Vol. 101 , p. 312-327. DOI : 10.1016/j.ijfatigue.2017.01.022. Rotational stiffness of web-flange junctions of pultruded GFRP decks S. Yanes-Armas ; J. De Castro ; T. Keller
Engineering Structures . 2017. Vol. 140 , p. 373-389. DOI : 10.1016/j.engstruct.2017.03.003. Pull-Out Behavior of CFRP Single-Strap Ground Anchors H. Fan ; A. P. Vassilopoulos ; T. Keller
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