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Publications associées (188)

Improving Remaining-Fatigue-Life Evaluation Using Data Interpretation

Ian Smith, Yves Sylvain Gilles Reuland, Romain Pasquier

This paper presents a methodology that improves fatigue-performance evaluations using model-based data interpretation. The accuracy of stress-range values is essential for quantifying fatigue damage. These values are usually predicted using physics-based m ...

2013

Performance limits of brick masonry spandrels

Katrin Beyer

Spandrel elements in unreinforced brick masonry buildings with timber floors consist of a masonry spandrel supported by either a timber lintel or a masonry arch. When subjected to seismic loading, the force-deformation relationship of such spandrel element ...

2013

Dynamic Response of a Chevron Concentrically Braced Frame

Dimitrios Lignos

Large-scale shake table tests were conducted at E-Defense, Japan, to examine the dynamic response of a steel concentrically braced frame. The specimen was a single-bay, single-story frame with a pair of square hollow structural section braces placed in a c ...

American Society of Civil Engineers2013

Assessment of Shear Strength for Existing Bridges with Low Amounts of Shear Reinforcement

Aurelio Muttoni, Miguel Fernández Ruiz, Michael Markus Rupf

Design of concrete girder bridges has significantly evolved during the last decades. This has been particularly relevant with respect to shear design, motivated by changes in actions and design models. As a consequence, assessing the shear strength of exis ...

fib Symposium Tel-Aviv 20132013

A brief summary of the progress on the EFDA tungsten materials program

Ho Ling Li, Nadine Baluc, Lyubomira Veleva, Antoine Cyril David Hoffmann

The long-term objective of the European Fusion Development Agreement (EFDA) fusion materials programme is to develop structural and armor materials in combination with the necessary production and fabrication technologies for reactor concepts beyond the In ...

Elsevier Science Bv2013

Steel, aluminium, plastic: the "unbearable lightness" of architectural modernity. The Centrale d'Allocations Familiales building of the XV th Arrondissement in Paris (1953-1959)

Giulia Marino

The Caisse Centrale d’Allocations Familiales de la Région Parisienne (or CCAFRP, shortened to CAF) was built between 1953 and 1959 as regional headquarters of a new post-war agency, the Central Fund for Family Allowance. Designed by French architects Raymo ...

2012

Antonio Croci, Mendrisio 1823-1884

Graziella Zannone Milan

The architect Antonio Croci was born in Mendrisio on April 7th 1823. In 1837, he applies to the Brera Academy of Fine Arts in Milan where he studied ornament, architecture, aesthetics and perspective. Documents kept in the historical archive in Mendrisio w ...

EPFL2012

Configuration of control system for damage tolerance of a tensegrity bridge

Ian Smith, Nizar Bel Hadj Ali, Sinan Korkmaz

Tensegrity structures are spatial, discrete, and lightweight structures that are composed of struts in compression and pre-stressed cables. Stability is provided by the self-stress state between elements independently of external actions. Tensegrity struct ...

Elsevier2012

Peak and residual strengths of brick masonry spandrels

Katrin Beyer

Unreinforced masonry (URM) walls comprise vertical piers and horizontal spandrels, which together form the lateral load resisting system. Whereas past research yielded significant advances in the understanding of the force-deformation characteristics of ma ...

Elsevier2012

Seismic performance of buckling-restrained braced frames with eccentric configurations

Gary Scott Prinz

Braced frames are often used to resist lateral earthquake loads in steel buildings, but braces can interfere with architectural features. Eccentrically braced frames (EBFs) will accommodate windows, doors, and halls, but have performance limitations when l ...

2012

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