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
2023 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. 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. 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. 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. 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 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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 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. 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. 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. 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. 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 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. 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. 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. 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 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. 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. 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. 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. 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. 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. 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. 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. 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. 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 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. 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. 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
Journal of Composites for Construction . 2017. Vol. 21 , num. 3 , p. 04016102. DOI : 10.1061/(Asce)Cc.1943-5614.0000760. Validation of a FEA model of structural response of RC-cantilever beams strengthened with a (R-) UHPFRC layer H. Sadouki ; E. Denarié ; E. Brühwiler
Construction and Building Materials . 2017. Vol. 140 , p. 100-108. DOI : 10.1016/j.conbuildmat.2017.02.090. Local-polynomial-approximation-based phase unwrapping using state space analysis R. Kulkarni ; P. Rastogi
Applied Optics . 2017. Vol. 56 , num. 1 , p. 29-34. DOI : 10.1364/Ao.56.000029. Estimation of fatigue S-N curves of welded joints using advanced probabilistic approach L. D’Angelo ; A. Nussbaumer
International Journal of Fatigue . 2017. Vol. 97 , p. 98-113. DOI : 10.1016/j.ijfatigue.2016.12.032. Direct unwrapped phase estimation in phase shifting interferometry using Levenberg-Marquardt algorithm R. Kulkarni ; P. Rastogi
Journal Of Optics . 2017. Vol. 19 , num. 1 , p. 015608. DOI : 10.1088/2040-8986/19/1/015608. Force–displacement response of in-plane loaded unreinforced brick masonry walls: the Critical Diagonal Crack model B. Wilding ; K. Beyer
Bulletin of Earthquake Engineering . 2017. Vol. 15 , num. 5 , p. 2201-2244. DOI : 10.1007/s10518-016-0049-7. 2016 Contribution of R-UHPFRC Strengthening Layers to the Shear Resistance of RC Elements M. Bastien Masse ; E. Brühwiler
Structural Engineering International . 2016. Vol. 4 , p. 365-374. DOI : 10.2749/101686616X14555429843924. Monitoring of strain profile variations in the RC slab of a short span railway bridge V. Grigoriou ; E. Brühwiler
Journal of Civil Structural Health Monitoring . 2016. Vol. 6 , num. 3 , p. 587-601. DOI : 10.1007/s13349-016-0175-6. Laminated connections for structural glass applications under shear loading at different temperatures and strain rates M. Santarsiero ; C. Louter ; A. Nussbaumer
Construction and Building Materials . 2016. Vol. 128 , p. 214-237. DOI : 10.1016/j.conbuildmat.2016.10.045. Optical measurement techniques – A push for digitization R. D. Kulkarni ; P. Rastogi
Optics and Lasers in Engineering . 2016. Vol. 87 , p. 1-17. DOI : 10.1016/j.optlaseng.2016.05.002. Patch-wise denoising of phase fringe patterns based on matrix enhancement R. D. Kulkarni ; P. Rastogi
Optics and Lasers in Engineering . 2016. Vol. 87 , p. 191-196. DOI : 10.1016/j.optlaseng.2016.04.025. Simultaneous estimation of unwrapped phase and phase derivative from a closed fringe pattern R. D. Kulkarni ; P. Rastogi
Optics and Lasers in Engineering . 2016. Vol. 87 , p. 168-175. DOI : 10.1016/j.optlaseng.2016.03.016. Performance of Pedestrian-Load Models through Experimental Studies on Lightweight Aluminum Bridges P. Dey ; A. Sychterz ; S. Narasimhan ; S. Walbridge
Journal Of Bridge Engineering . 2016. Vol. 21 , num. 8 , p. C4015005. DOI : 10.1061/(Asce)Be.1943-5592.0000824. Estimation of Phase and Its Higher Order Derivatives from a Single Complex Interferogram R. D. Kulkarni ; P. Rastogi
Experimental Mechanics . 2016. Vol. 56 , num. 6 , p. 1029-1038. DOI : 10.1007/s11340-016-0144-3. Simultaneous estimation of phase and its pth order derivatives R. Kulkarni ; P. Rastogi
Journal Of Optics . 2016. Vol. 18 , num. 5 , p. 055603. DOI : 10.1088/2040-8978/18/5/055603. Simultaneous estimation of phase derivative and phase using parallel Kalman filter implementation R. Kulkarni ; P. Rastogi
Measurement Science And Technology . 2016. Vol. 27 , num. 6 , p. 065203. DOI : 10.1088/0957-0233/27/6/065203. Closed fringe demodulation using phase decomposition by Fourier basis functions R. Kulkarni ; P. Rastogi
Journal Of The Optical Society Of America A-Optics Image Science And Vision . 2016. Vol. 33 , num. 6 , p. 1120-1125. DOI : 10.1364/Josaa.33.001120. Internal slab-column connections under monotonic and cyclic imposed rotations I-S. Drakatos ; A. Muttoni ; K. Beyer
Engineering Structures . 2016. Vol. 123 , p. 501-516. DOI : 10.1016/j.engstruct.2016.05.038. Experimental and numerical investigation of tensile behavior of non-laminated CFRP straps H. Fan ; A. P. Vassilopoulos ; T. Keller
Composites Part B . 2016. Vol. 91 , p. 327-336. DOI : 10.1016/j.compositesb.2016.01.049. Experimental characterization of longitudinal mechanical properties of clear timber: Random spatial variability and size effects A. F. Moshtaghin ; S. Franke ; T. Keller ; A. P. Vassilopoulos
Construction and Building Materials . 2016. Vol. 120 , p. 432-441. DOI : 10.1016/j.conbuildmat.2016.05.109. Integrale Verbindungen für Faltwerke aus Holzwerkstoffplatten C. Robeller ; Y. Weinand
Detail -Munchen- . 2016. num. 1 , p. 68-74. Effect of Natural Weathering on Durability of Pultruded Glass Fiber-Reinforced Bridge and Building Structures T. Keller ; N. A. Theodorou ; A. P. Vassilopoulos ; J. De Castro
Journal of Composites for Construction . 2016. Vol. 20 , num. 1 , p. 04015025. DOI : 10.1061/(Asce)Cc.1943-5614.0000589. Active control for mid-span connection of a deployable tensegrity footbridge N. Veuve ; S. D. Safaei ; I. F. C. Smith
Engineering Structures . 2016. Vol. 112 , p. 245-255. DOI : 10.1016/j.engstruct.2016.01.011. Early age creep and relaxation of UHPFRC under low to high tensile stresses A. Switek-Rey ; E. Denarié ; E. Brühwiler
Cement and Concrete Research . 2016. Vol. 83 , p. 57-69. DOI : 10.1016/j.cemconres.2016.01.005. Behaviour of U-shaped RC walls under quasi-static cyclic diagonal loading R. Constantin ; K. Beyer
Engineering Structures . 2016. Vol. 106 , num. 1 , p. 36-52. DOI : 10.1016/j.engstruct.2015.10.018. Fringe filtering technique based on local signal reconstruction using noise subspace inflation R. D. Kulkarni ; P. Rastogi
Journal of Modern Optics . 2016. Vol. 63 , num. 6 , p. 545-552. DOI : 10.1080/09500340.2015.1084055. Stability of thin reinforced concrete walls under cyclic loads: State-of-the-art and new experimental findings A. Rosso ; J. Saraiva Esteves Pacheco de Almeida ; K. Beyer
Bulletin of Earthquake Engineering . 2016. Vol. 14 , num. 2 , p. 455-484. DOI : 10.1007/s10518-015-9827-x. Experimental investigation on punching resistance of R-UHPFRC–RC composite slabs M. Bastien Masse ; E. Brühwiler
Materials and Structures . 2016. Vol. 49 , num. 5 , p. 1573-1590. DOI : 10.1617/s11527-015-0596-4. 2015 Experimental investigation of soil – structure interaction for transition slabs of integral bridges O. Burdet ; J. Einpaul ; A. Muttoni
Structural Concrete . 2015. Vol. 16 , p. 470-479. DOI : 10.1002/suco.201500018. Analytical modeling of mixed-Mode bending behavior of asymmetric adhesively bonded pultruded GFRP joints M. Sevcik ; M. Shahverdi ; P. Hutar ; A. P. Vassilopoulos
Engineering Fracture Mechanics . 2015. Vol. 147 , p. 228-242. DOI : 10.1016/j.engfracmech.2015.08.040. Probability of observable flaw initiation at high cycle fatigue V. Grigoriou ; E. Bruehwiler
Engineering Fracture Mechanics . 2015. Vol. 145 , p. 161-180. DOI : 10.1016/j.engfracmech.2015.04.019. Modelling the seismic response of modern URM buildings retrofitted by adding RC walls A. Paparo ; K. Beyer
Journal of Earthquake Engineering . 2015. Vol. 20 , num. 4 , p. 587-610. DOI : 10.1080/13632469.2015.1091798. Acquisition of multiple phase derivatives from a single frame in digital holographic interferometry R. D. Kulkarni ; P. Rastogi
Optical Engineering . 2015. Vol. 54 , num. 8 , p. 084109-1–084109-7. DOI : 10.1117/1.OE.54.8.084109. Design versus Assessment of Concrete Structures Using Stress Fields and Strut-and-Tie Models A. Muttoni ; M. Fernández Ruiz ; F. Niketic
ACI Structural Journal . 2015. Vol. 112 , num. 5 , p. 605-616. DOI : 10.14359/51687710. Experimental investigation of kink initiation and kink band formation in unidirectional glass fiber-reinforced polymer specimens W. Sun ; A. P. Vassilopoulos ; T. Keller
Composite Structures . 2015. Vol. 130 , p. 9-17. DOI : 10.1016/j.compstruct.2015.04.028. Rotational Stiffness at Ridges of Timber Folded-plate Structures S. Roche ; G. Mattoni ; Y. Weinand
International Journal of Space Structures . 2015. Vol. 30 , num. 2 , p. 153-168. DOI : 10.1260/0266-3511.30.2.153. Interlocking Folded Plate – Integral Mechanical Attachment for Structural Wood Panels C. Robeller ; Y. Weinand
International Journal of Space Structures . 2015. Vol. 30 , num. 2 , p. 111-122. DOI : 10.1260/0266-3511.30.2.111. On the Semi-rigidity of Dovetail Joint for the Joinery of LVL Panels S. Roche ; C. Robeller ; L. Humbert ; Y. Weinand
European Journal of Wood and Wood Products . 2015. Vol. 73 , num. 5 , p. 667-675. DOI : 10.1007/s00107-015-0932-y. Microstructural influence on the scatter in the fatigue life of steel reinforcement bars M. Rocha ; E. Bruehwiler ; A. Nussbaumer
International Journal Of Fatigue . 2015. Vol. 75 , p. 205-212. DOI : 10.1016/j.ijfatigue.2015.01.016. Shear strength of concrete members without transverse reinforcement: A mechanical approach to consistently account for size and strain effects M. Fernández Ruiz ; A. Muttoni ; J. Sagaseta
Engineering structures . 2015. p. 360-372. DOI : 10.1016/j.engstruct.2015.05.007. Multiple phase derivative estimation using autoregressive modeling in holographic interferometry R. Kulkarni ; P. Rastogi
Measurement Science & Technology . 2015. Vol. 26 , num. 3 , p. 035202. DOI : 10.1088/0957-0233/26/3/035202. Derivation of the σ-w relationship for SFRC from prism bending tests A. Amin ; S. J. Foster ; A. Muttoni
Structural Concrete . 2015. p. 93-105. DOI : 10.1002/suco.201400018. The effectiveness of resin-based repairs on the inert strength recovery of glass M. Overend ; C. Louter
Construction and Building Materials . 2015. Vol. 85 , p. 165-174. DOI : 10.1016/j.conbuildmat.2015.03.072. Influence of moment redistribution and compressive membrane action on punching strength of flat slabs J. Einpaul ; M. Fernández Ruiz ; A. Muttoni
Engineering structures . 2015. Vol. 86 , p. 43-57. DOI : 10.1016/j.engstruct.2014.12.032. Experimental investigation on fatigue of concrete cantilever bridge deck slabs subjected to concentrated loads F. Natário ; M. Fernández Ruiz ; A. Muttoni
Engineering structures . 2015. Vol. 89 , p. 191-203. DOI : 10.1016/j.engstruct.2015.02.010. Deployment of a tensegrity footbridge N. Veuve ; S. Dalil Safaei ; I. F. C. Smith
Journal of Structural Engineering . 2015. Vol. 141 , num. 11 , p. 211-218. DOI : 10.1061/(ASCE)ST.1943-541X.0001260.
