Incorporating Noise Into Vision‑Based Reserve Capacity Quantification of Hot‑Rolled Wide‑Flange Members

T. Gu; N. Bijelić; D. G. Lignos 

Quantification of hidden safety reserves between different highway traffic load models based on probabilistic calibration analysis

S. Martinolli; A. Taras; X. Malja; P. Miglietta; A. Muttoni et al. 

Three‑Dimensional Earthquake‑Induced Collapse Simulation of Steel Buildings With a New Beam‑Column Element With Selective Gradient‑Inelasticity

D. I. Heredia Rosa; A. De Castro e Sousa; D. G. Lignos 

Seismic Performance of Steel Moment-Resisting Frames Utilizing Dissipative Embedded Column Base Connections

H. Inamasu; N. Bijelic; D. G. Lignos 

Modelling and Experimental Investigation of Ductile Crack Initiation in Welded Connections with Bevelled Backing Bars and Inelastic Panel Zones

A. Skiadopoulos; D. G. Lignos 

Proposed Limits of Stiffener Spacing Requirements for Short and Intermediate Length EBF Steel Links

N. G. Skretas; T. L. Karavasilis; D. G. Lignos 

A Novel Fiber Element to Simulate Interactive Local and Lateral Torsional Buckling in Steel Moment Frames

A. Maity; A. Kanvinde; D. I. Heredia Rosa; A. de Castro e Sousa; D. G. Lignos 

A MULTIAXIAL PLASTICITY MODEL WITH SOFTENING FOR FIBER-BASED STEEL BEAM-COLUMNS

Proposed Limits of Stiffener Spacing Requirements for EBF Links Within the Framework of Eurocode 8

N. Skretas; T. Karavasilis; D. Lignos 

Proposed Panel Zone Model for Beam-To-Column Joints in Steel Moment Resisting Frames

A. Skiadopoulos; A. M. A. Elkady; D. Lignos 

Experimental Evaluation and Modeling of Residual Stress Distributions for Hot-Rolled Wide Flange Steel Members

A. Skiadopoulos; A. A. Sousa; D. Lignos 

Dissipative Embedded Column Bases for Enhanced Seismic Performance of Steel Moment Resisting Frames

H. Inamasu; A. A. Sousa; D. Lignos 

The new Chapter 9 of Eurocode 8 Part 3 for Seismic Assessment of Existing Steel Structures

D. Lignos 

Experimental Investigation of Instability-Free Welded Moment Connections With Simplified Weld Details

A. Skiadopoulos; D. Lignos; M. Arita; S. Hiroshima 

The use of ductile steel fuses for the seismic protection of acceleration sensitive non- structural components: Numerical and Experimental verification

A. Kazantzi; A. M. A. Elkady; D. Vamvatsikos; D. Lignos; E. Miranda 

Full Scale Experiments of a Composite Steel Moment Resisting Frame: Behavioral Insights and Implications on Seismic Design

H. El Jisr; D. Lignos 

Digital-Image-Correlation for Simulating Cyclic Local Buckling in Steel Beams

S. Ozden; A. A. Sousa; D. Lignos 

Towards instability-free welded moment connections

A. Skiadopoulos; D. Lignos 

Surrogate modelling for seismic collapse risk assessment of steel moment resisting frames

N. Bijelic; A. Skiadopoulos; D. Lignos 

Local relaxation of residual stress in HFMI-treated high-strength steel welded joints subjected to high-peak loads

Y. Ono; H. Remes; K. Kinoshita; H. C. Yildirim; A. Nussbaumer 

New developments on fatigue in Eurocode on steel structures

M. Lukić; M. Euler; A. Nussbaumer; M. Rauch; D. Pope 

Hysteretic behaviour of welded connections with highly inelastic panel zones

A. Skiadopoulos; D. G. Lignos; M. Arita; S. Hiroshima 

A Simple, Closed-Form Method for Determining the Superelevation of Tall Reinforced Concrete Buildings

D. M. V. Ruggiero; P. C. Miglietta; B. Boulanger; T. Kokai 

Proposed residual stress model for hot‐rolled wide flange steel cross sections

A. Skiadopoulos; A. de Castro e Sousa; D. G. Lignos 

Geometric tolerances of welded connections with inelastic panel zones

C. Wen; A. Skiadopoulos; D. G. Lignos 

Analytical Studies in Support of an Improved Approach to the Design of Acceleration-Sensitive Nonstructural Elements

A. Kazantzi; E. Miranda; D. Vamvatsikos; A. M. A. Elkady; D. Lignos 

Experimental Study to Validate an Improved Approach to Design Acceleration-Sensitive Nonstructural Components

A. M. A. Elkady; D. Vamvatsikos; D. Lignos; A. Kazantzi; E. Miranda 

Assessment of stiffener spacing design requirements for intermediate EBF links via nonlinear finite element analysis

N. Skretas; T. Karavasilis; D. Lignos 

Soil-Structure Interaction effects on the seismic behavior of steel moment resisting frames: Preliminary assessment

C. Petridis; D. Lignos; D. Pitilakis 

Seismic stability of steel moment resisting frames with inelastic panel zones

A. Skiadopoulos; D. Lignos 

Development of dissipative embedded columns base connections for mitigating column axial shortening

H. Inamasu; A. A. Sousa; D. Lignos 

Full-scale testing of European steel beams with reduced beam section under reversed cyclic loading

H. Inamasu; D. Lignos 

Computational Investigation of Mode-I Fatigue Crack Growth in CFRP-Strengthened Steel Plates with a Cohesive Zone Model

M. Mohajer; M. Bocciarelli; P. Colombi; A. Hosseini; A. Nussbaumer et al. 

Experimental Study on the Static and Fatigue Behaviour of a New Mechanical Wedge-Barrel Anchor

H. Heydarinouri; M. Motavalli; A. Nussbaumer; E. Ghafoori 

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

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

Development of a Strengthening System for Riveted/Bolted Steel Connections Using Prestressed CFRP Rods

H. Heydarinouri; M. Motavalli; A. Nussbaumer; E. Ghafoori 

Hysteretic Behaviour of Shear Stud Connectors in Composite Steel Moment‐Resisting Frames

H. El Jisr; D. Lignos 

EaRL: An Open-Source Software for Earthquake Risk, Loss and Lifecycle Assessment

A. M. A. Elkady; D. Lignos 

The impact of heavy vehicle platoons on bridge traffic loads

M. Sjaarda; A. Nussbaumer 

Experimental Study of Sliding Friction Damper for High-Performance Steel Structures

M. Paronesso; D. Lignos 

Collapse-Consistent Protocols for Experimental Testing of Steel Columns under Multi-axial Cyclic Loading

D. Lignos; Y. Suzuki 

An explicit model for exposed column base connections and its parameter sensitivity

A. A. Sousa; H. Inamasu; D. Lignos 

Concepts to minimize earthquake-induced column axial shortening in steel moment-resisting frames

H. Inamasu; D. Lignos 

Exposed Column Base Connections for Minimizing Earthquake-induced Residual Deformations in Steel Moment-Resisting Framess

H. Inamasu; A. A. Sousa; G. G. Bartrina; D. Lignos 

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 

A practical method for seismic retrofit of tall buildings with supplemental damping

S. Akcelyan; D. Lignos 

Fatigue Damage Factor Calibration for Long-Span Cable-Stayed Bridge Decks

A. Nussbaumer; J. O. Pedro; C. A. P. Baptista; M. Duval 

Proposed criterion for fatigue strengthening of riveted bridge girders

H. Heydarinouri; A. Nussbaumer; J. Maljaars; E. Ghafoori 

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

M. Garcia; A. Nussbaumer; H. Remes 

Guidelines on nonlinear dynamic analysis for seismic design of steel moment frames

G. Deierlein; D. Lignos; S. Bono; A. Kanvinde 

Fiber-based model for earthquake-induced collapse simulation of steel frame buildings

Y. Suzuki; D. Lignos 

Composite beam effects and implications to seismic design provisions

H. El Jisr; D. Lignos 

Seismic retrofit of steel tall buildings with bilinear oil dampers

S. Akcelyan; D. Lignos 

EaRL: Toolbox for Earthquake Risk and Loss Assessment of Building Assets

A. M. A. Elkady; S-H. Hwang; D. Lignos 

Improving the collapse risk of steel structures with high-performance steel

Y. Suzuki; D. Lignos 

Influence of non-structural components on the seismic response of cold-formed steel structures

V. Nikolaidou; C. Rogers; D. Lignos 

Influence of embedded steel column base strength on earthquake-induced residual deformations

H. Inamasu; D. Lignos; A. Kanvinde 

Revised ASCE-41 modeling recommendations for moment-resisting frame systems

D. Lignos; A. R. Hartloper; A. M. A. Elkady; R. Hamburger; G. Deierlein 

Multiaxial Fatigue Study on Transversal Attachments under constant amplitude proportional and non-proportional loadings

M. Garcia; C. A. Pereira Baptista; A. Nussbaumer 

Earthquake-Induced Collapse Risk and Loss Assessment of Steel Concentrically Braced Frames

S-H. Hwang; D. Lignos 

Effect of Column Base Flexibility on Earthquake-Induced Residual Deformations of Steel Columns

H. Inamasu; D. Lignos; A. Kanvinde 

Prestressed FRP-strengthening and wireless monitoring of a metallic bridge in Australia

E. Ghafoori; A. Hosseini; R. Al-Mahaidi; X-L. Zhao; M. Motavalli et al. 

Steel Columns under Multi-Axis Seismic Loading: Experimental Findings and Design Recommendations

A. Elkady; J. Cravero; D. G. Lignos 

FRP-to-concrete debonding – global and local bond behaviour

M. Breveglieri; A. Hosseini; C. Czaderski 

Glass transition evaluation of commercially available epoxy adhesives for strengthening of steel structures with bonded CFRP plates

A. Hosseini; J. Michels 

Flat prestressed unbonded reinforcement (FPUR) system for strengthening of steel I-Beams

A. Hosseini; E. Ghafoori; M. Motavalli; A. Nussbaumer; X-L. Zhao et al. 

Feasibility of accelerated curing for strengthening of steel members by prestressed bonded CFRP plates

A. Hosseini; E. Ghafoori; A. Sadeghi Marzaleh; M. Motavalli 

Application of pre-stressed un-bonded CFRP for strenghthening of metallic structures

E. Ghafoori; A. Hosseini; E. Pellisier; M. Hueppi; M. Motavalli 

Earthquake-Induced Collapse Risk and Loss Assessment of Steel Concentrically Braced Frames

S-H. Hwang; D. Lignos 

Shape memory alloy (SMA) strips for fatigue strengthening of cracked steel plates

M. Izadi; E. Ghafoori; M. Motavalli; S. Maalek; A. Hosseini 

Development of Bidirectional Cyclic Lateral Loading Protocols for Experimental Testing of Steel Wide-Flange Columns

A. M. A. Elkady; D. Lignos 

Approximate Method for Performance-Based Seismic Assessment of Steel Moment-Resisting Frames

S-H. Hwang; D. Lignos 

Assessment of the Probability of Collapse of Structures Under Earthquakes

E. Miranda; L. Eads; H. Davalos; D. Lignos 

Stability Requirements of Deep Steel Wide-Flange Columns under Cyclic Loading

A. M. A. Elkady; D. Lignos 

Seismic Performance of a Special Steel Moment-Resisting Frame Subassembly from the Onset of Damage through Collapse

M. Ramos; G. Mosqueda; D. Lignos 

Stability of extended beam-to-girder shear tab connections under gravity induced shear force

M. Motallebi; D. Lignos; C. Rogers 

Experimental Investigation of Steel Braces Installed with Intentional Eccentricity Using Gusset Plate Connections

K. Skalomenos; H. Inamasu; H. Shimada; M. Kurata; M. Nakashima 

Proposed methodology for earthquake-induced loss assessment of instrumented steel frame buildings: building-specific and city-scale approaches

S-H. Hwang; D. Lignos 

Full-Scale Cyclic Testing of Deep Slender Wide-Flange Steel Beam-Columns under Unidirectional and Bidirectional Lateral Drift Demands

A. M. A. Elkady; D. Lignos 

Experimental and Numerical Evaluation of Steel Columns for Performance-Based Seismic Assessment of Steel Moment Frames

D. Lignos; A. M. A. Elkady; Y. Suzuki; A. R. Hartloper 

Using re-calibrated design S-N curves for fatigue assessment of road bridges

L. D’Angelo; A. Nussbaumer 

Collapse Behavior of Steel Columns as Part of Steel Frame Buildings: Experiments and Numerical Models

Y. Suzuki; D. Lignos 

Experimental Study on Cyclic Behaviors and Restoring Force Characteristics of Concrete Filled Steel Tube Columns Using Ultra-High Strength Steel

K. Hayashi; Y. Luo; R. Nishi; H. Inamasu; M. Nakashima 

Lehrveranstaltungen in Baudynamik und Erdbebeningenieurwesen an der EPFL

K. Beyer; P. Lestuzzi; I. Smith; D. Lignos 

Updates to the ASCE-41-13 Provisions for the Nonlinear Modeling of Steel Wide-Flange Columns for Performance-based Earthquake Engineering

A. R. Hartloper; D. Lignos 

Characterization of Cold-Formed Steel Framed/Wood Sheathed Floor and Roof Diaphragm Structures

V. Nikolaidou; P. Latreille; C. Rogers; D. Lignos 

Experimental Investigation of Bolt-Configured Naturally Buckling Braces with Gusset Plate Connections

H. Inamasu; K. Skalomenos; P-C. Hsiao; K. Hayashi; M. Kurata et al. 

Effect of composite beam action on the hysteretic behavior of fully-restrained beam-to-column connections under cyclic loading

A. M. A. Elkady; D. Lignos 

Stress Analysis of Unbonded and Bonded Prestressed CFRP-strengthened Steel Plates

A. Hosseini; E. Ghafoori; M. Motavalli; A. Nussbaumer; X-L. Zhao 

Experimental Investigation of the Hysteretic Behavior of Wide-Flange Steel Columns under High Axial Load and Lateral Drift Demands

D. Lignos; J. Cravero; A. M. A. Elkady 

ATC-114 Next-Generation Hysteretic Relationships for Performance-based Modeling and Analysis

R. Hamburger; G. Deierlein; D. Lehman; L. Lowes; B. Shing et al. 

Finite element simulation of buckling of extended beam-to-girder shear tab connections under gravity induced shear force

M. Motallebi; D. Lignos; C. Rogers 

Comparison of Seismic Design Requirements for Steel Moment Resisting Frames with Emphasis on Stability of Columns in North America, New Zealand, and Europe

A. Imanpour; D. Lignos; C. Clifton; R. Tremblay 

Lateral Torsional Buckling of steel bridge girders

R. Thiébaud; J-P. Lebet 

Multi-Directional Structural Component Hybrid Testing System for the Assessment of the Seismic Response of Steel I-Shaped Columns

K. Auger; Y. Minouei; A. M. A. Elkady; A. Imanpour; M. Leclerc et al. 

Dynamic Stability of Deep and Slender Wide-Flange Steel Columns – Full Scale Experiments

A. M. A. Elkady; D. Lignos 

Ultra low cycle fatigue of welded steel joints under multiaxial loading

A. A. Sousa; A. Nussbaumer 

Fatigue strengthening of riveted girders in a historic railway metallic bridge in Switzerland using pre-stressed un-bonded CFRP laminates

E. Ghafoori; M. Motavalli; A. Herwig; A. Nussbaumer; G. S. Prinz et al. 

Application of photoelasticity in structural glass research

J. Cupac 

A strengthening theory to prevent fatigue crack initiation in old metallic bridges

E. Ghafoori; M. Motavalli; A. Nussbaumer; A. Herwig; M. Fontana et al. 

Steel-Concrete Connections by Adhesion, Interlocking, and Friction for Composite Bridges under Cyclic Loading

J-P. Lebet; D. Papastergiou 

Design Decision Support for Steel Frame Buildings through an Earthquake-Induced Loss Assessment

S-H. Hwang; A. Elkady; D. Lignos 

Novel concept of performance enhancing hybrid adhesive connections in glass structures

M. Santarsiero; C. Louter 

Calibration of partial safety factors for fatigue design of steel bridges

L. D’Angelo; M. H. Faber; A. Nussbaumer 

Flexural buckling of extended shear tab connections under gravity induced shear force

M. Motallebi; J. Hertz; N. Goldstein; D. Lignos; C. Rogers 

Welding simulation of tubular K-joints in steel S690QH

F. Zamiri; J-M. Drezet; A. Nussbaumer 

Fatigue behaviour and detailing of slotted tubular connection

C. A. Pereira Baptista; L. Borges; S. Yadav; A. Nussbaumer 

Post-Tensioned Structural Glass Beams – Comparative Experimental Study

J. Cupac; C. Louter 

Seismic Design Criteria for Steel Moment Resisting Frames for Collapse Risk Mitigation

A. Elkady; D. Lignos 

Preliminary studies on the mechanical behaviour of thick embedded laminated connections

M. Santarsiero; C. Louter 

FULL SCALE TESTING OF EXTENDED BEAM-TO-COLUMN AND BEAMTO- GIRDER SHEAR TAB CONNECTIONS SUBJECTED TO SHEAR

J. Hertz; D. Lignos; C. Rogers 

New experimental determination of fatigue strength of tubular truss joints in steel grades up to S690

S. Herion; T. Ummenhofer; M. Veselcic; F. Zamiri; A. Nussbaumer 

Comparative Study of Post-tensioned Glass Beams with Bonded Tendons

J. Cupac; C. Louter 

The influence of weld geometry on plastic strain history in cyclic loading – a parametric study

A. A. Sousa; A. Nussbaumer 

Influence of the number of test specimens on glass strength estimates

M. Vandebroek; R. Caspeele; J. Belis; C. Louter 

Structural glass beams prestressed by externally bonded tendons

C. Louter; J. Cupac; M. Debonnaire 

Parametric 2D numerical investigation of the structural response of SG-laminated reinforced glass beams

C. Bedon; C. Louter 

Résistance au déversement des poutres métalliques de pont

R. Thiébaud; J-P. Lebet 

COST Action TU0905 Structural Glass – Novel design methods and next generation products

J. Belis; C. Louter; J. Neugebauer; J. Schneider 

S-N-P Fatigue Curves using Maximum Likelihood

L. D’Angelo; M. Rocha; A. Nussbaumer; E. Brühwiler 

Recent initiatives to enhance cooperation in structural glass research and education in Europe

J. Belis; C. Louter; J. Schneider; J. Neugebauer 

Effect of Slab Stiffness on EBF Link Rotation Demands and Implications for Link Ultra Low-Cycle Fatigue Susceptibility

G. Prinz; A. A. Sousa 

Activity report of COST Action TU0905 Working Group 4 – Novel glass assemblies

C. Louter; F. Wellershoff; O. Marina; M. Stavric; C. Bedon et al. 

The effects of environmental impacts on durability of laminated glass plates with interlayers (SG, EVA, PVB)

T. Serafinavicius; J-P. Lebet; C. Louter; A. Kuranovas; T. Lenkimax 

Exploratory 2D and 3D numerical investigation of SG-laminated reinforced glass beams

C. Bedon; C. Louter 

Resistance to LTB of steel bridge girders

R. Thiébaud; J-P. Lebet 

The mechanical behavior of SentryGlas® and TSSA laminated polymers in cured and uncured state in uniaxial tensile test

M. Santarsiero; C. Louter 

Building on planet Mars student project

A. Nussbaumer; P. Zurbrügg; S. Erkman; T. Besson 

Fatigue Life Assessment of Existing Motorway Bridge

L. D’Angelo; A. Nussbaumer; M-A. Fénart; A-G. Dumont 

Embedded and point laminated adhesive connections for glass structures: parametric non-linear numerical investigations

M. Santarsiero; C. Louter 

Post-tensioned structural glass beams, experimental investigations

C. Louter; A. Pérez; T. Jordan; J-P. Lebet 

Numerical analyses of the effect of SG-interlayer shear stiffness on the structural performance of reinforced glass beams

C. Louter; J. H. Nielsen 

Ultra low-cycle fatigue modeling of welded joints under multi-axial strain conditions for better seismic design

G. S. Prinz; A. Nussbaumer 

Simulation of welding stresses for fatigue design of welded tubular connections

C. Acevedo; J-M. Drezet; A. Nussbaumer 

Long-term laminated glass four point bending test with PVB, EVA and SG interlayers at different temperatures

T. Serafinavičius; J-P. Lebet; C. Louter; T. Lenkimas; A. Kuranovas 

Parametric numerical investigation of adhesive laminated point connections

M. Santarsiero; C. Louter; J-P. Lebet 

Boosting European education on structural glass. COST Action TU0905 Training School

J. Belis; C. Louter; J. Neugebauer; J. Schneider 

Reinforced and Post-tensioned Glass Beams

C. Louter 

Finite element modeling for fatigue strengthening of metallic riveted bridges using un-bonded pre-stressed CFRP plates

G. S. Prinz; E. Ghafoori; A. Nussbaumer; M. Motavall; A. Herwig et al. 

Experimental and numerical investigations of metal-to-glass embedded connections with thin stainless steel plate

M. Santarsiero; P. Carvalho; C. Louter; P. Cruz 

Ratio of mirror zone depth to flaw depth after failure of glass beams

M. Vandebroek; J. Belis; C. Louter; G. Molnar 

Exploratory experimental investigations on post-tensioned structural glass beams

C. Louter; J. H. Nielsen; J. Belis 

Thermal breakage of glass

M. Vandebroek; J. Belis; C. Louter 

Alternative stress definition and residual stress effects in fatigue design of welded tubular structures

L. Borges; F. Zamiri Akhlaghi; C. Acevedo; A. Nussbaumer 

Influence of the Load History on the Edge Strength of Glass with Cut Edge Finishing

M. Vandebroek; J. Belis; C. Louter 

Reinforced glass beams composed of annealed, heat-strengthened and fully tempered glass

C. Louter; J. Belis; F. Bos; F. Veer 

Experimental and numerical characterisation of heat flow during flame cutting of thick steel plates

R. Thiébaud; J-P. Lebet 

Numerical investigation of welding residual stresses in planar bridge trusses made of CHS steel profiles

F. Zamiri Akhlaghi; A. Nussbaumer; C. Acevedo 

Evaluation of Eurocode damage equivalent factor based on traffic simulation

N. Maddah; A. Nussbaumer 

Novel Laminated Connections

M. Santarsiero 

Influence of edge flaws on failure strength of glass

M. Lindqvist; M. Vandebroek; C. Louter; J. Belis 

Edge strength of cut and polished glass beams

M. Vandebroek; M. Lindqvist; J. Belis; C. Louter 

Durability of SG-laminated reinforced glass beams

C. Louter; J. Belis; J-P. Lebet; F. Veer 

New steel-concrete shear connection for composite bridges

R. T. Leon; T. Perea; G. A. Rassati; J. Lange; J-P. Lebet 

Seismic Behavior of Shell-Base Connections in Large Storage Tanks

G. Cortes; A. Nussbaumer 

Evaluation of damage equivalent factor for roadway bridges

N. Maddah; A. Nussbaumer 

Edge-Strengthening of Structural Glass with Protective Coatings

M. Lindqvist; C. Louter; J-P. Lebet 

Experimental study on stud shear connectors with large diameter and high strength

Q. Wang; Y. Liu; J. Luo; J-P. Lebet 

Design and testing of two composite underspanned beams

R. T. Leon; T. Perea; G. A. Rassati; J. Lange; M. Crisinel et al. 

Structural Glass Beams with Embedded Glass Fibre Reinforcement

C. Louter 

SIA 269/4 – The new Swiss standard for existing composite structures

R. Bärtschi; W. Borgogno; J-P. Lebet; M. Mensinger 

Modeling the Structural Response of Reinforced Glass Beams using an SLA Scheme

C. Louter; v. d. A. Graaf; J. Rots 

New S-N curves for details in bridges with steel truss tubular superstructure

A. Nussbaumer; S. Herion; M. Veselcic; R. Dietrich 

Evaluation du facteur de correction en fatigue des ponts routiers sous charges de trafic actualisées

N. Maddah; A. Nussbaumer 

Updating of traffic loads on existing bridges

E. Brühwiler; J-P. Lebet 

Residual stress effects in tubular K-joints crack growth

C. Acevedo; A. Nussbaumer 

Influence of welding residual stresses on stable crack growth in tubular K-joints under compressive fatigue loadings

C. Acevedo; A. Nussbaumer 

Mechanical modelling of in-plane loaded glass panes

P. J. S. Cruz; J. Pequeno; J-P. Lebet; D. Mocibob 

Nouvelle méthode de vérification des ponts mixtes à âme pleine

J-P. Lebet