The use of the Structural Engineering Platform results in numerous high quality scientific publications each year. In average over the last years, 100 publications per year are produced (not counting students works, etc.), as can be seen in the graph below.
A list of representative publications is given below as well (with direct link to Infoscience).
List of selected representative publications in peer-reviewed journals & conferences
2020
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. Tensile response of UHPFRC under very low strain rates and low temperatures
M. A. Hafiz; E. Denarié
Cement and Concrete Research. 2020. Vol. 133, num. 106067. DOI : 10.1016/j.cemconres.2020.106067. 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. 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. 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. 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. 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. 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. 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. 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. Vol. 153, p. 473-482. DOI : 10.1016/j.jcsr.2018.10.028. 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. 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, num. 105804. DOI : 10.1016/j.cemconres.2019.105804. 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. UHPFRC technology to enhance the performance of existing concrete bridges
E. Brühwiler
Structure and Infrastructure Engineering. 2019. DOI : 10.1080/15732479.2019.1605395. 2018
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. 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. 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. 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
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. 2016
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. 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. 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. 2015
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. 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. 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.