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Publications associées (88)

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

Louis I. Kahn, Exposed Concrete and Hollow Stones, 1949-1959

Roberto Gargiani

Through sheer determination and courage, Kahn has researched the nature of concrete in the form of precast, cast in place or blocks. Each of his renowned works in exposed concrete, such as the Yale Art Gallery, the Richards Laboratories, the Bath House, th ...

EPFL Press2014

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

Strategic Integration of Operational Assessment into the Transformation of Urban Wastelands to Sustainable Neighborhoods

Sophie Lufkin, Martine Laprise

It is now common knowledge, the regeneration of previously developed sites in urban areas can have positive impacts on the environment, the economy and the society as they constitute opportunities for the densification of the existing built fabric. In the ...

2014

Achievements and Challenges in Machine Vision-Based Inspection of Large Concrete Structures

Large concrete structures need to be inspected in order to assess their current physical and functional state, to predict future conditions, to support investment planning and decision making, and to allocate limited maintenance and rehabilitation resource ...

Multi-Science Publ Co Ltd2014

Safety examination of existing concrete structures using the global resistance safety factor concept

Current design procedures for structural concrete elements are based on member level (or local) safety checks, in the sense that the safety condition is evaluated at each cross-section individually. In the examination of existing structures, the exploitati ...

Elsevier2014

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

2014

Background to the fib Model Code 2010 shear provisions - part I: beams and slabs

Aurelio Muttoni, Miguel Fernández Ruiz

This paper examines the evidence for the one-way shear model developed for the fib Model Code for Concrete Structures 2010 and provides examples of its application. For the design and analysis for shear, for members with and without shear reinforcement, th ...

Thomas Telford2013

Design for SLS according to fib Model Code 2010

Olivier Burdet, Antonio Mari, Ekkehard Fehling

This paper provides an overview of serviceability specifications given by the fib Model Code for Concrete Structures 2010 (fib MC2010 [1]). First, the reasons behind crack control and deflection control are discussed, then specific design rules are provide ...

Ernst & Sohn2013

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