Exploration of the fracture mechanism of UHPFRC by acoustic emission, DIC and magnetoscopy testing

I. Bayane; J. Zhan; E. Brühwiler 

Deciphering tensile fatigue behavior of UHPFRC using magnetoscopy, DIC and acoustic emission

J. Zhan; I. Bayane; E. Brühwiler; A. Nussbaumer 

Transforming the Static System of Prestressed Concrete Bridges Using UHPFRC

N. Bertola; E. Brühwiler 

About the process of technology transfer from research to engineering practice

E. Brühwiler 

Combining passive and active ultrasonic stress wave monitoring for the characterization of the early-age properties of a UHPFRC beam

N. Bertola; T. Schumacher; E. Niederleithinger; E. Brühwiler 

Ertüchtigung von Stahlbetonbrücken mit UHFB – Erfahrungen aus 400+ Anwendungen = [Renewal of reinforced concrete bridges by means of UHPFRC – Experiences from 400+ applications]

E. Brühwiler 

Crafted by Hand and Machine: Human-Robot Fabrication Workflow for the Use of Curved Wood in Construction

A. P. Johnsson Alvarez; E. M. Skevaki; M. Kladeftira; S. Parascho 

Use of UHPFRC in Fixed Railway Track Construction: Conceptual Design and Validation

A. Hochuli; J. G. Trouillet; E. Brühwiler 

Framework to engineer existing bridges for sustainability, validated by applications

E. Bruhwiler 

UHPFRC intervention reduces environmental and economic costs in bridge management

N. Bertola; C. Küpfer; E. Brühwiler 

Numerical Approach to Determine the Resistance of Threaded Anchors in Ultra-High-Performance Fiber-Reinforced Cementitious Composite

A. Hochuli; E. Bruhwiler 

Computational engine for finite element digital twins of structural dynamics via motion data

Y. Zhang; R. Hao; J. Niiranen; Y. Yang; E. Brühwiler et al. 

Strain-based analysis on the influence of local undercut geometry on fatigue crack initiation life

A. Niraula; H. Remes; A. Nussbaumer 

Guest Editorial

E. Bruhwiler; P. Feng; M. Moustafa; Y. Shao 

Estimation of the bar stress based on crack width measurements in reinforced concrete structures

E. Corres; A. Muttoni 

Fire Dynamic Responses of Fiber-Reinforced Polymer Composite Buildings

C. Ding; Y. Bai; F. Azhari; T. Keller 

Experimental investigation of dowel action in reinforcing bars using refined measurements

M. Pejatovic; A. Muttoni 

Influence of fiber orientation on the high cycle tensile fatigue resistance of Ultra-High Performance Fiber Reinforced Cementitious

J. Zhan; A. Nussbaumer; E. Bruhwiler 

Review on research of long lasting UHPFRC composite steel bridge deck

L. Duan; Y. H. Yuan; C. S. E. Wang; B. Eugen 

Numerical investigation of two-dimensional Mode-II delamination in composite laminates

C. Wang; A. P. Vassilopoulos; T. Keller 

Fibre orientation in SFRC slabs and consequences for punching shear and flexural resistance

D. H. Fraile; E. Faccin; F. Minelli; G. Plizzari; A. Muttoni 

High cycle tensile fatigue behavior of UHPFRC

J. Zhan; A. Nussbaumer; E. Brühwiler 

Determining structural properties of a prestressed concrete bridge through the combination of static and dynamic load testing

N. J. Bertola; Y. Reuland; E. Brühwiler 

Combining monitoring information and UHPFRC strengthening to extend bridge service duration

N. J. Bertola; E. Brühwiler 

Early detection of structural damage in UHPFRC structures through the combination of acoustic emission and ultrasonic stress wave monitoring

N. J. Bertola; T. Schumacher; E. Niederleithinger; E. Brühwiler 

Combined Passive and Active Ultrasonic Stress Wave Monitoring of Concrete Structures: An Overview of Data Analysis Techniques and Their Applications and Limitations

T. Schumacher; N. Bertola; N. Epple; E. Bruehwiler; E. Niederleithinger 

A New Panel Element Tester for the Investigation of Reinforced Concrete Behavior under Non-proportional Load Paths

E. Merhi; G. Guignet; D. Ruggiero 

Assembly of Spaceframes in Hybrid Teams: Adaptive Digital Fabrication Workflows for Human-Robot Collaboration

E. M. Skevaki; M. Kladeftira; A. N. Pittiglio; S. Parascho 

Sustainable salvation of deficient RC bridges by means of the UHPFRC Technology

E. Brühwiler 

UHPFRC technology for the extension of the service duration of bridges

E. Brühwiler 

Human-Robot Interaction – Workshop at Design Modeling Symposium 2024

E. M. Skevaki; M. Kladeftira; Z. Wang; S. Parascho 

Undo – Workshop at Future of Construction 2024

E. M. Skevaki; M. Kladeftira; W. Sihui; J. Wang 

Building Sustainably with the Synergy of Traditional Craft and Modern Technology

A. P. Johnsson Alvarez 

A novel methodology of predicting temperature and rate effects on tensile properties of viscoelastic materials

A. V. Movahedi-Rad; T. Keller 

Reinforcement bond performance in 3D concrete printing: Explainable ensemble learning augmented by deep generative adversarial networks

X. Wang; N. Banthia; D-Y. Yoo 

Fatigue dataset of hybrid non-toughened and toughened epoxy adhesives

D. V. Srinivasan; A. P. Vassilopoulos 

Novel multi-crack damage approach for pultruded fiber-polymer web-flange junctions

G. G. Cintra; J. D. Vieira; D. C. T. Cardoso; T. Keller 

Shake table testing of a half-scale stone masonry building aggregate

I. Tomic; A. Penna; M. Dejong; C. Butenweg; A. A. Correia et al. 

Fatigue behavior of transverse attachments under constant and variable amplitude loading from a Swiss motorway bridge

D. Leonetti; K. Kinoshita; Y. Takai; A. Nussbaumer 

Experimental investigation of the behaviour of injection anchors in rubble stone masonry

M. P. Ciocci; S. van Nimwegen; A. Askari; F. Vanin; P. B. Lourenco et al. 

Experimental investigation of two-dimensional Mode-II delamination in composite laminates

C. Wang; A. P. Vassilopoulos; T. Keller 

Mode I and Mode II fracture behavior in pultruded glass fiber-polymer – Experimental and numerical investigation

G. G. Cintra; J. D. Vieira; D. C. T. Cardoso; T. Keller 

Elastic limit tensile stress of UHPFRC: Method of determination and effect of fiber orientation

J. Zhan; E. Denarié; E. Brühwiler 

Incorporation of Lignin in Bio-Based Resins for Potential Application in Fiber-Polymer Composites

M. Machado; M. Hofmann; M. Garrido; J. R. Correia; J. C. Bordado et al. 

Experiments and proposed model for residual stresses in hot-rolled wide flange shapes

A. Skiadopoulos; A. d. C. Sousa; D. G. Lignos 

Projector-based augmented stacking framework for irregularly shaped objects

A. Settimi; Q. Wang; E. Andò; J. Gamerro; K. Beyer et al. 

Assessment of the information gain of several monitoring techniques for bridge structural examination

N. J. Bertola; G. Henriques; E. Brühwiler 

Shake-table testing of a stone masonry building aggregate: overview of blind prediction study

I. Tomic; A. Penna; M. DeJong; C. Butenweg; A. A. Correia et al. 

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 

Editorial: Structural sensing for asset management

N. Bertola; Y. Reuland; E. Bruhwiler 

Sensing the structural behavior: A perspective on the usefulness of monitoring information for bridge examination

N. Bertola; Y. Reuland; E. Brühwiler 

Reinforcement learning for scaffold-free construction of spanning-structures

G. Vallat; J. Wang; A. M. Maddux; M. Kamgarpour; S. Parascho 

Design of New Low-Carbon Floor Systems by Reusing Cut Cast-in-Place Concrete Pieces

C. M. Küpfer; N. J. Bertola; C. Fivet 

Influence of Fiber Orientation on the Elastic Limit Tensile Stress of UHPFRC

J. Zhan; E. Denarié; E. Brühwiler 

Modernising a monument: The challenges of strengthening and widening a structurally deficient road bridge under live traffic

M. Treacy; F. Jokisch; E. Bruhwiler 

Projet d’intervention pour la remise en état et la conformité sismique du Viaduc de l’île Falcon

Abdeljalil Saad 

Examen d’un pont sur le Rhône à Raron (VS)

Y. A. Antille 

Repair and Strengthening of an existing bridge using UHPFRC

C. De Liedekerke de Pailhe 

Etude de l’élargissement et du renforcement d’un ouvrage d’art existant: le pont de Villeneuve

R. Colella 

Ponts en maçonnerie élargissement du tablier

M. Bolliger 

Image-based geometric digital twinning for stone masonry elements

B. Pantoja-Rosero; S. Saloustros; R. Achanta; K. Beyer 

Design considerations for robotically assembled through-tenon timber joints

N. Rogeau; J. Gamerro; P. Latteur; Y. Weinand 

Anchorage of shear reinforcement in beams and slabs

F. Monney; Q. Yu; M. F. Ruiz; A. Muttoni 

Determining crack kinematics from imaged crack patterns

B. G. Pantoja-Rosero; K. R. M. dos Santos; R. Achanta; A. Rezaie; K. Beyer 

Low-damage steel structures for enhanced life-cycle seismic performance

D. G. Lignos; M. Paronesso 

Augmented-reality-assisted timber drilling with smart retrofitted tools

A. Settimi; J. Gamerro; Y. Weinand 

Characterization of shear deformations in reinforced concrete members without shear reinforcement

R. Cantone; A. Setiawan; M. F. Ruiz; A. Muttoni 

Quantification of influence of monitoring duration on measured traffic action effects on fatigue of RC deck slabs of road bridges

B. Sawicki; E. Bruhwiler 

Experimental investigation of a keying joint cast in UHPFRC between precast UHPFRC bridge elements

N. J. Bertola; N. T. Trinh; E. Garcia; E. Brühwiler 

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 

Proposed nonlinear macro-model for seismic risk assessment of composite-steel moment resisting frames

H. El Jisr; M. Kohrangi; D. G. Lignos 

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 

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 

Inverse Analysis of R-UHPFRC Beams to Determine the Flexural Response under Service Loading and at Ultimate Resistance

B. Sawicki; E. Brühwiler; E. Denarié 

Engineering of Existing Structures: The Need and Place for Non-destructive Evaluation

N. J. Bertola; G. Henriques; T. Schumacher; E. Brühwiler 

Assessing bridge conditions using visual inspection following a risk-based methodology

N. J. Bertola; E. Brühwiler 

Cost-benefit evaluation of a monitoring system for structural identification of existing bridges

N. J. Bertola; I. Bayane; E. Brühwiler 

Design and Construction of the “Chaumény” Footbridge in Posttensioned UHPFRC

D. Géhin; E. Brühwiler; N. J. Bertola; L. Widmer 

UHPFRC is Ready to Revolutionize Existing and New Structures

E. Brühwiler 

Short Span UHPFRC Railway Bridge in Switzerland – From Design to Implementation

N. T. Trinh; N. J. Bertola; E. Garcia; E. Brühwiler 

Cockroach: an open-source tool for point cloud processing in cad

A. Settimi; P. Vestartas; J. Gamerro; Y. Weinand 

Investigation on the fatigue resistance of thick transverse attachments and design of VA fatigue tests

D. Leonetti; Y. Takai; K. Kinoshita; A. Nussbaumer 

“Veredeln” als Ingenieurkonzept für die Erhaltung von genieteten Stahlbrücken

E. Brühwiler 

Erneuerung von Stahlbetonbrücken mithilfe von UHFB

E. Brühwiler 

Neuartige Methode zum Ermüdungsnachweis bestehender Straßenbrücken mittels Monitoring – Anwendungsbeispiel einer Straßenbrücke in der Schweiz

A. Touilbi; E. Brühwiler 

Drei neuere Schweizer UHFB-Brücken

E. Brühwiler 

Von Bettlach nach Grenchen über die restaurierte Brücke Witi – ein junger Baustoff weist den Weg

E. Brühwiler; S. Schibler 

Improvement of fixed railway tracks using fatigue-resistant cementitious fibre reinforced composite material

A. Hochuli; E. Brühwiler; J-G. Trouillet 

Experimental study of sliding friction damper with composite materials for earthquake resistant structures

M. Paronesso; D. G. Lignos 

Renewal of a fixed railway track using UHPFRC – first use worldwide of UHPFRC in rail track construction, part 1

A. Hochuli; J-G. Trouillet; E. Bruehwiler; O. Schulz; M. Hoffmann 

Spherical cap harmonic analysis (SCHA) for characterising the morphology of rough surface patches

M. Shaqfa; G. P. Choi; K. Beyer; M. Shaqfa; K. Beyer 

Design against splitting failures in reinforced concrete due to concentrated forces and minimum bend diameter of reinforcement

F. Monney; M. Fernández Ruiz; A. Muttoni 

Deformational behavior and damage mechanism of R-UHPFRC beam subjected to fatigue loading

B. W. Sawicki; E. Brühwiler; A. Bassil 

Tensile response of Ultra High Performance PE Fiber Reinforced Concretes (PE-UHPFRC) under imposed shrinkage deformations

A. Hajiesmaeili; M. A. Hafiz; E. Denarié 

Capillary flow in UHPFRC with synthetic fibers, under high tensile stresses

A. Hajiesmaeili; E. Denarié 

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 

RC U-shaped walls subjected to in-plane, diagonal, and torsional loading: New experimental findings

R. Hoult; K. Beyer 

Spalling of concrete cover induced by reinforcement

F. Moccia; M. Fernández Ruiz; A. Muttoni 

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 

Post-tensioning of glass beams: Analytical determination of the allowable pre-load

J. Cupac; C. Louter; A. Nussbaumer 

Fatigue resistance of reinforced UHPFRC beams

B. W. Sawicki; E. Brühwiler; B. W. Sawicki; E. Brühwiler 

Seismic design of non-dissipative embedded column base connections

H. Inamasu; A. Kanvinde; D. Lignos 

Concrete compressive strength: From material characterization to a structural value

F. Moccia; Q. Yu; M. Fernandez Ruiz; A. Muttoni 

Investigating the cracking of plastered stone masonry walls under shear–compression loading

A. Rezaie; M. Godio; K. Beyer 

Heinz Isler’s twin shell roof in Deitingen – preservation of a ‘timeless wing beat’

E. Brühwiler 

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 

Case-Study on the Creep Behavior of Interconnected Timber Elements using Wood-Wood Connections

J. Gamerro; M. T. Nakad; J-F. Bocquet; Y. Weinand 

Phare de la Jument en mer d’iroise – Réponse structurale sous l’action de vagues déferlantes

E. Denarié; N. Fady; E. Leroy 

Towards tailored cement-based materials with ground calcium carbonates

E. Denarié; L. Sofia; P. Gonnon 

Tensile response of textile reinforced concrete

P. Valeri; M. F. Ruiz; A. Muttoni 

A detailed view on the rebar–to–concrete interaction based on refined measurement techniques

R. Cantone; M. Fernández Ruiz; A. Muttoni 

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 

Force and Shape Control Strategies for Minimum Energy Adaptive Structures

G. Senatore; A. P. Reksowardojo 

Detection and Measurement of Matrix Discontinuities in UHPFRC by Means of Distributed Fiber Optics Sensing

B. Sawicki; A. Bassil; E. Bruehwiler; X. Chapeleau; D. Leduc 

Consistency in Solving the Inverse Problem of the Voce-Chaboche Constitutive Model for Plastic Straining

A. A. Sousa; Y. Suzuki; D. Lignos 

Experimental investigations on the load-carrying capacity of digitally produced wood-wood connections

J. Gamerro; J. F. Bocquet; Y. Weinand 

A Calculation Method for Interconnected Timber Elements Using Wood-Wood Connections

J. Gamerro; J. F. Bocquet; Y. Weinand 

Comparison of crack segmentation using digital image correlation measurements and deep learning

A. Rezaie; R. Achanta; M. Godio; K. Beyer 

Monitoring of the UHPFRC strengthened Chillon viaduct under environmental and operational variability

H. Martin-Sanz; K. Tatsis; V. K. Dertimanis; L. D. Avendano-Valencia; E. Bruehwiler et al. 

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 

Biaxial flexural fatigue behavior of strain-hardening UHPFRC thin slab elements

X. Shen; E. Brühwiler 

Damage Mitigation of Near-Full–Scale Deployable Tensegrity Structure through Behavior Biomimetics

A. C. Sychterz; I. F. C. Smith 

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 

Experimental investigation of strength, stiffness and drift capacity of rubble stone masonry walls

A. Rezaie; M. Godio; K. Beyer 

UHPFRC technology to enhance the performance of existing concrete bridges

E. Brühwiler 

Design of structures that adapt to loads through large shape changes

A. P. Reksowardojo; G. Senatore; I. F. C. Smith 

Tensile response of UHPFRC under very low strain rates and low temperatures

M. A. Hafiz; E. Denarié 

Sensitivity analysis of fractal dimensions of crack maps on concrete and masonry walls

A. Rezaie; A. J. Mauron; K. Beyer 

Modelling of the tensile behavior of SH-UHPFRC at low and high stress levels, under very low loading rates

M. A. Hafiz; E. Denarié 

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 

Laser Scanning with Industrial Robot Arm for Raw-wood Fabrication

P. Vestartas; Y. Weinand 

Robotic Insertion of Timber Joints using Visual Detection of Fiducial Markers

N. Rogeau; V. Tiberghien; P. Latteur; Y. Weinand 

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 

Two-step phase shifting interferometry based on orientation selective monogenic filtering

R. Kulkarni; P. Rastogi 

Stress ratio effect on tension-tension fatigue behavior of angle-ply GFRP laminates

A. V. Movahedi-Rad; T. Keller; A. P. Vassilopoulos 

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 

Two-dimensional fatigue debonding in GFRP/balsa sandwich panels

A. Cameselle-Molares; A. P. Vassilopoulos; T. Keller 

From experimental evidence to mechanical modeling and design expressions: The Critical Shear Crack Theory for shear design

A. Muttoni; M. F. Ruiz 

Creep effects on tension-tension fatigue behavior of angle-ply GFRP composite laminates

A. V. Movahedi-Rad; T. Keller; A. P. Vassilopoulos 

Performance assessment of through-tenon timber joints under tension loads

A. Rezaei Rad; H. Burton; Y. Weinand 

Uniaxial Cyclic Tests on Reinforced Concrete Members with Lap Splices

D. Tarquini; J. P. Almeida; K. Beyer 

Getting More Out of Existing Structures: Steel Bridge Strengthening via UHPFRC

H. Martin-Sanz; K. Tatsis; D. Damjanovic; I. Stipanovic; A. Sajna et al. 

Characteristics of a bridge condition assessment method based on state representation methodology (SRM) and damage detection sensitivity

A. Yabe; A. Miyamoto; E. Bruehwiler 

Multiaxial ultra low cycle fatigue in welded high strength steel structural components

A. de Castro e Sousa; A. Nussbaumer 

Numerical Simulation of the Semi-Rigid Behaviour of Integrally Attached Timber Folded Surface Structures

A. Stitic; A. C. Nguyen; A. Rezaei Rad; Y. Weinand 

Kinetics of mixing-water repartition in UHPFRC paste and its effect on hydration and microstructural development

M. Kazemi Kamyab; A. C. A. Muller; E. Denarié; E. Brühwiler; K. Scrivener 

Structural response of French offshore heritage lighthouses

E. Denarié; N. Fady 

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 

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 

A model-based data-interpretation framework for post-earthquake building assessment with scarce measurement data

Y. Reuland; P. Lestuzzi; I. F. C. Smith 

Enhancing Punching Strength and Deformation Capacity of Flat Slabs

R. Cantone; M. Fernández Ruiz; J. Bujnak; A. Muttoni 

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 

Tensile response of low clinker UHPFRC subjected to fully restrained shrinkage

M. A. Hafiz; A. Hajiesmaeili; E. Denarié 

Assessing the compressive strength of concrete under sustained actions: From refined models to simple design expressions

D. Tasevski; M. Fernández Ruiz; A. Muttoni 

Behavior of iron-based Shape Memory Alloys under Cyclic Loading Histories

D. Heredia Rosa; A. R. Hartloper; A. A. Sousa; D. Lignos; M. Motavalli et al. 

Sensitivity of Simulated Steel Column Instabilities to Plasticity Model Assumptions

A. R. Hartloper; A. A. Sousa; D. Lignos 

Passerelle intégrale en CFUP armé et précontraint au Bouveret

R. Teixeira; P. Laurencet; E. Brühwiler 

Renforcement au CFUP du pont de Bramois sur le Torrent de Verbier

L. Brochellaz; P. Laurencet; E. Brühwiler 

Long term monitoring of a UHPFRC-strengthened bridge deck slab using strain gauges

B. Sawicki; E. Brühwiler 

Application of Time Series Methods on Long-Term Structural Monitoring Data for Fatigue Analysis

M. Ahmadivala; B. Sawicki; E. Brühwiler; T. Yamalas; N. Gayton et al. 

UHFB – Technologie: aktueller Stand und weitere Entwicklungen

E. Brühwiler 

Strain-based approach to fatigue crack initiation on high-strength-steel welded joints under multiaxial loading

M. Garcia; A. Nussbaumer; H. Remes 

Towards the use of UHPFRC in railway bridges: the rehabilitation of Buna Bridge

H. Martin-Sanz; K. Tatsis; E. Chatzi; E. Brühwiler; I. Stipanovic et al. 

Fatigue safety verification of a steel railway bridge using short term monitoring data

B. Sawicki; E. Brühwiler; M. Nesterova 

Ersatz der SBB Bahnbrücke SU Unterwalden aus bewehrtem UHFB

H. Escher; E. Brühwiler; H. Friedl; C. Rupp; H-P. Felder 

Static behavior of Reinforced UHPFRC beams with thin cover depth

B. Sawicki; E. Brühwiler 

Experimental investigation of two-dimensional delamination in GFRP laminates

A. Cameselle-Molares; A. P. Vassilopoulos; T. Keller 

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 

Analytical and empirical models for predicting the drift capacity of modern unreinforced masonry walls

B. V. Wilding; K. Beyer 

Bau einer Bahnbrücke aus bewehrtem UHFB – Weltweit erste Bahnbrücke aus Ultra-Hochleistungs-Faserbeton (UHFB)

H. Friedl; H. Escher; C. Rupp; E. Brühwiler; P. Witschonke et al. 

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 

Rotational mechanical behaviour of wood-wood connections with application to double-layered folded timber-plate structure

J. Gamerro; C. Robeller; Y. Weinand 

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 

Le BFUP pour ajouter de la plus-value aux ouvrages en béton armé

E. Brühwiler; P. Schiltz 

Deployment and Shape Change of a Tensegrity Structure Using Path-Planning and Feedback Control

A. C. Sychterz; I. F. C. Smith 

Demodulation of moire fringes in digital holographic interferometry using an extended Kalman filter

J. Ramaiah; P. Rastogi; G. Rajshekhar 

Using dynamic measurements to detect and locate ruptured cables on a tensegrity structure

A. C. Sychterz; I. F. C. Smith 

Interrupted tension-tension fatigue behavior of angle-ply GFRP composite laminates

A. Movahedi-Rad; T. Keller; A. Vassilopoulos 

Load transfer mechanisms in CFRP ground anchors with multi-strap ends

H. Fan; A. P. Vassilopoulos; T. Keller 

Fatigue Strength Upgrading of Cover Plate Ends by Welded Extensions in Existing Steel Bridge Girders

V. Grigoriou; A. Nussbaumer; D. Lignos 

Mechanical Model for Drift-Induced Punching of Slab-Column Connections without Transverse Reinforcement

I-S. Drakatos; A. Muttoni; K. Beyer 

Compressive Strength and Deformation Capacity of Concrete under Sustained Loading and Low Stress Rates

D. Tasevski; M. F. Ruiz; A. Muttoni 

Cyclic tensile-compressive tests on thin concrete boundary elements with a single layer of reinforcement prone to out-of-plane instability

A. Rosso; L. A. Jimenez-Roa; J. Saraiva Esteves Pacheco de Almeida; A. P. G. Zuniga; C. A. Blandón et al. 

Experimental investigation of the influence of integral mechanical attachments on structural behaviour of timber folded surface structures

A. Stitic; C. Robeller; Y. Weinand 

Shear-compression tests of URM walls: Various setups and their influence on experimental results

B. V. Wilding; K. M. Dolatshahi; K. Beyer 

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 

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 

“Pocket-Monitoring” for the fatigue safety verification of a RC bridge deck slab

I. Bayane; E. Brühwiler 

CHARACTERIZATION OF TENSILE BEHAVIOR IN UHPFRC THIN SLAB USING NDT METHOD AND DIC SYSTEM

X. Shen; E. Brühwiler 

UHPFRC Technology to enhance the performance of existing concrete bridges

E. Brühwiler 

Next generation UHPFRC for sustainable structural applications

A. Hajiesmaeili; E. Denarié 

Monitoring of the Chillon viaduct after strengthening with UHPFRC

H. Martin-Sanz; V. Dertimanis; L. Avendaño-Valencia; E. Chatzi; E. Brühwiler 

“Pocket-Monitoring” for the fatigue safety verification of bridge members in steel and reinforced concrete

E. Brühwiler 

Orthotropic steel bridge deck study with UHPFRC cold composite overlay

L. Duan; T. O. N. Houankpo; C. S. Wang; E. Brühwiler 

Generalized Pareto Distribution for reliability of bridges exposed to fatigue

M. Nesterova; F. Schmidt; E. Brühwiler; C. Soize 

“STRUCTURAL UHPFRC” TO ENHANCE BRIDGES

E. Brühwiler 

Addressing the need to monitor concrete fatigue with Non Destructive Testing: results of Infrastar European project

O. Abraham; E. Niederleithinger; X. Chapeleau; P. Klikowicz; E. Brühwiler et al. 

Überführungsbauwerk der L3378 bei Fulda-Lehnerz – Erster Einsatz von UHFB in Deutschland im Straßenbrückenbau, Teil 1: Projektentwicklung und Baudurchführung

E. Pelke; A. Jaborek; D. Berger; E. Brühwiler 

Numerical simulation of the probability of corrosion initiation of RC elements made of reinforcing steel with improved corrosion performance

D. Conciatori; E. Brühwiler; C. Linden 

Long-term monitoring of existing wind turbine towers and fatigue performance of UHPFRC under compressive stresses