Publications associées à Limit state design

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

Dimitrios Lignos, Ahmed Mohamed Ahmed Elkady

This paper quantifies the lateral overstrength and the collapse risk of steel buildings with perimeter special moment frames (SMFs) designed in highly seismic regions in North America. State-of-the-art analytical models that consider the contributions of t ...

2015

Comparative Study of Post-tensioned Glass Beams with Bonded Tendons

Pieter Christian Louter, Jagoda Cupac

This paper explores the system of laminated annealed glass beams post-tensioned through stainless steel tendons bonded to the lower glass edge. The tendons are first pre-tensioned and then adhesively bonded to the glass. The compressive pre-stress applied ...

Glaston Finland Oy2015

Design criterion for fatigue strengthening of riveted beams in a 120-year-old railway metallic bridge using pre-stressed CFRP plates

Alain Nussbaumer, Gary Scott Prinz, Andrin Herwig, Elyas Ghafoori

This study presents a design criterion developed for fatigue strengthening of a 120-year-old metallic railway bridge in Switzerland and presents a pre-stressed un-bonded reinforcement (PUR) system developed to apply the strengthening. The PUR system uses c ...

Elsevier2015

Post-Tensioned Structural Glass Beams - Comparative Experimental Study

Pieter Christian Louter, Jagoda Cupac

This paper presents a study of a system of post-tensioned structural glass beams. In order to increase the initial fracture strength of glass beams and provide residual load-carrying capacity in the event of glass failure, annealed laminated glass beams ar ...

2015

Development of a displacement-based design approach for modern mixed RC-URM wall structures

Katrin Beyer, Alessandro Paparo

The recent re-assessment of the seismic hazard in Europe led for many regions of low to moderate seismicity to an increase in the seismic demand. As a consequence, several modern unreinforced masonry (URM) buildings, constructed with reinforced concrete (R ...

Techno-Press2015

GFRP-balsa sandwich bridge deck: Concept, design and experimental validation

Thomas Keller, Julia De Castro San Roman Fest, Michael Osei-Antwi

The concept, design and experimental validation of the new Avançon Bridge in Bex, Switzerland, are described. The lightweight glass fiber-reinforced polymer (GFRP) sandwich bridge deck adhesively bonded to steel girders reduced the traffic disruption perio ...

2014

Structural limits of FRP-balsa sandwich decks in bridge construction

Thomas Keller, Anastasios Vassilopoulos, Julia De Castro San Roman Fest, Michael Osei-Antwi

The span limits of two glass fiber-reinforced polymer (GFRP) bridge concepts involving GFRP-balsa sandwich plates are discussed. The sandwich plates were either used directly as slab bridges or as decks of a hybrid sandwich-steel girder bridges. In the lat ...

Elsevier2014

Structural limits of FRP-balsa sandwich decks in bridge construction

Thomas Keller, Julia De Castro San Roman Fest, Michael Osei-Antwi

International Association for Bridge and Structural Engineering2014

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Limit state design

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

Advanced fatigue theory and structural response monitoring for safety verification of existing RC slabs subject to railway traffic

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

Comparative Study of Post-tensioned Glass Beams with Bonded Tendons

Design criterion for fatigue strengthening of riveted beams in a 120-year-old railway metallic bridge using pre-stressed CFRP plates

Post-Tensioned Structural Glass Beams - Comparative Experimental Study

Development of a displacement-based design approach for modern mixed RC-URM wall structures

GFRP-balsa sandwich bridge deck: Concept, design and experimental validation

Structural limits of FRP-balsa sandwich decks in bridge construction

Structural limits of FRP-balsa sandwich decks in bridge construction

Graph Chatbot

Chattez avec Graph Search

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

Comparative Study of Post-tensioned Glass Beams with Bonded Tendons

Design criterion for fatigue strengthening of riveted beams in a 120-year-old railway metallic bridge using pre-stressed CFRP plates

Post-Tensioned Structural Glass Beams - Comparative Experimental Study

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

Advanced fatigue theory and structural response monitoring for safety verification of existing RC slabs subject to railway traffic

Structural limits of FRP-balsa sandwich decks in bridge construction

Development of a displacement-based design approach for modern mixed RC-URM wall structures

GFRP-balsa sandwich bridge deck: Concept, design and experimental validation

Structural limits of FRP-balsa sandwich decks in bridge construction