Publications related to Concrete slab

SFRC flat slabs punching behaviour - Experimental research

António Manuel Pinho Ramos, Duarte Miguel Viúla Faria

The use of randomly distributed steel fibres in the concrete mix improves its mechanical properties. In the particular case of a flat slab-column connection, this solution can provide slabs with an increased load capacity and deformation capacity, allowing ...

Elsevier Sci Ltd2014

Ultra high performance fiber reinforced concrete for strengthening and protecting bridge deck slabs

Eugen Brühwiler, Maléna Bastien Masse

An original concept is presented for the durable rehabilitation of concrete bridge deck slabs. The main idea is to add a layer of Ultra-High Performance Fiber Reinforced Concrete (UHPFRC) with or without steel reinforcing bars over the concrete slab to cre ...

Crc Press-Taylor & Francis Group2014

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

Albano António De Abreu E Presa De Castro E Sousa, Gary Scott Prinz

This study aims to quantify slab contributions in EBFs by investigating the dynamic performance of two 3-story EBF configurations with and without concrete slabs: one configuration having long (flexural yielding) links and the other having shorter (shear y ...

ASCE2014

Monitoring of traffic action local effects in highway bridge deck slabs and the influence of measurement duration on extreme value estimates

Mark Anthony Treacy

In recent years, monitoring has offered a viable complement or even alternative to traditional analytical safety verification approaches. However, there still remains a lack of guidance for the use of monitored data in safety verification work. Limited res ...

Taylor & Francis2014

Investigation of a new steel-concrete connection for composite bridges

Jean-Paul Lebet, Dimitrios Papastergiou

A new type of connection for steel-concrete composite bridges was developed by the Steel Structures Laboratory of Ecole Polytechnique Fédérale de Lausanne. Resistance to longitudinal shear is based on the development of shear stresses in the confined inter ...

Techno-Press2014

New experimental findings on the stability of thin reinforced concrete walls

Katrin Beyer, João Saraiva Esteves Pacheco de Almeida, Angelica Rosso

Damage to structural walls in the recent earthquakes in Chile (2010) and New Zealand (2011) demonstrated that modern reinforced concrete (RC) walls may not achieve the expected ductile response and these walls could possibly fail due to global and local bu ...

2014

Effect of punching shear on load-deformation behavior of flat slabs

Thomas Keller, Robert Koppitz

Punching shear resistance usually constitutes the decisive design criterion for reinforced concrete flat slabs supported by columns. Modeling approaches based on Kinnunen and Nylander's rotation-symmetric sector model, such as the Quadrilinear Sector Model ...

Elsevier Sci Ltd2014

Evaluation of slope stability with respect to snowpack spatial variability

Johan Alexandre Philippe Gaume

The evaluation of avalanche release conditions constitutes a great challenge for risk assessment in mountainous areas. The spatial variability of snowpack properties has an important impact on snow slope stability and thus on avalanche formation, since it ...

2014

Mechanical Model for flexural behaviour of slab-column connections under seismically induced deformations

Aurelio Muttoni, Katrin Beyer, Ioannis Sokratis Drakatos

Reinforced concrete (RC) flat slabs supported on columns are one of the most widely used structural systems for office and industrial buildings. In regions of medium to high seismic risk RC walls are typically added as lateral force resisting system and to ...

4th fib Congress, Mumbai2014

Mechanical model for flexural behaviour of slab-column connections under seismically induced deformations

Aurelio Muttoni, Katrin Beyer, Ioannis Sokratis Drakatos

Reinforced concrete (RC) flat slabs supported on columns are one of the most widely used structural systems for office and industrial buildings. In regions of medium to high seismic risk RC walls are typically added as lateral force resisting system and to ...

2014

Concrete slab

SFRC flat slabs punching behaviour - Experimental research

Ultra high performance fiber reinforced concrete for strengthening and protecting bridge deck slabs

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

Monitoring of traffic action local effects in highway bridge deck slabs and the influence of measurement duration on extreme value estimates

Investigation of a new steel-concrete connection for composite bridges

New experimental findings on the stability of thin reinforced concrete walls

Effect of punching shear on load-deformation behavior of flat slabs

Evaluation of slope stability with respect to snowpack spatial variability

Mechanical Model for flexural behaviour of slab-column connections under seismically induced deformations

Mechanical model for flexural behaviour of slab-column connections under seismically induced deformations

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SFRC flat slabs punching behaviour - Experimental research

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

Ultra high performance fiber reinforced concrete for strengthening and protecting bridge deck slabs

Monitoring of traffic action local effects in highway bridge deck slabs and the influence of measurement duration on extreme value estimates

Investigation of a new steel-concrete connection for composite bridges

New experimental findings on the stability of thin reinforced concrete walls

Effect of punching shear on load-deformation behavior of flat slabs

Mechanical model for flexural behaviour of slab-column connections under seismically induced deformations

Evaluation of slope stability with respect to snowpack spatial variability

Mechanical Model for flexural behaviour of slab-column connections under seismically induced deformations